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RC-14-1504 (3) Miami Shores VillageXAV .o BuildingDepartment I p DEC®�c � � 2014 S 0� 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2010 BUILDING Master Permit No. �C-7-1H-1A1� PERMIT APPLICATION Sub Permit No. BUILDIN ❑ ELECTRIC ❑ ROOFING EVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP .�.11 CONTRACTOR DRAWINGS JOB ADDRESS: laLE �• 'S'7' y�r City: Miami Shores County Miami Dade zip: Folio/Parcel#: &-02t96- ®=- 09PI?0 Is the Building Historically Designated:Yes NO_ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): 10,fA&24__s4 Phone#:--16 A Q dd Address: '' zzz W-- '91E3�. '' 1 City:_ %1&; Di?� State: :�lG!�. Zip: a a Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: f,�C9l"� Phone#: 45!6,Z3c5� Address: 7-VO Q City: State: Zip: Qualifier Name: �/ G 7• t.�j�e'� Phone#:-!:566=4a� _-:F55r State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: !_G j_ O(J=GLi T.GfyM5 Phone#: - - 09 Address: �� � } ✓� E:s°` Cityi�l� ? Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: :0 10 Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demo on Description of Work: Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) AJIA Bonding Company's Address City State A111 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,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: 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 o Signat e OW4415k AGENT CONTRACTOR The foregoing instr ent as acknowledged befo&me this The going instrument was acknowledged before me this day of 20 J by day of tgc-ein .20 by c-�Vtiwho is personally known to per/'%e:ya who is personally known to me'or who has pro�ced as me or who has produce d:�3� identification and who did tak oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign. Si Print: M Pr FionO AAe 13. 8 Se 2ot0 `w'K. Joanna M Feliciano Seal t Asa aotn v My commission FF 082753 OF"or` Expires 0 111 212 01 8 ################################ #### ### ################################################################## APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) THE OFFICE OF ARCHITECTURE ARCHITECTPS RESPONSE LETTER JANUARY 29, 201 5 ARCHITECT THE OFFICE OF ARCHITECTURE KYLE SAWCHUK, RA PRESIDENT 2550 MIDDLE RIVER DRIVE SUITE #1 FORT LAUDERDALE, FL 33306 9 54.SO 1 .1 709 KPSARCHITECTCLilGMAIL.COM MIAMI SHORES VILLAGE BUILDING DEPARTMENT 1 0050 NE 2PO AVENUE MIAMI SHORES, FL 33138 954.795.B972 RE: PERMIT': RC-7-14-1504 BELOW ARE THE COMMENTS THAT WERE ISSUED IN YOUR PLAN REVIEW REPORT DATED 08.1 4.1 4 1 HAVE ADDRESSED YOUR COMMENTS BELOW AND MADE CHANGES TO THE DRAWINGS. IF YOU HAVE ANY FURTHER QUESTIONS, COMMENTS OR CONCERNS, PLEASE DO NOT HESITATE TO CONTACT ME. STRUCTURAL- COMMENT TRUCTURAL- COMMENT #1 - STRUCTURAL APPROVAL REQLI/RED RESPONSE #1 - UNDERSTOOD. COMMENT #2 - PROVIDE PLANS W/TH DETAILS AND SPEC/F-/CAT/ONS REFLECT/NG THE EXTEND OF THE REV/S/ON. THE PLANS MUST COMPLY WITH THE REQUIREMENTS OF CHAPTER S-10 OF MIAMI DADE COUNTY CODE AND WITH CHAPTER 1 OF FBC. RESPONSE #2 - UNDERSTOOD. SEE ATTACHED PLANS COMPLYING WITH THE REQUIREMENTS OF MIAMI DADE COUNTY CODE AND THE FBC COMMENT #3-- THESE GUT SHEETS ARE NOT PERMITTED. PLEASE REVISE THE MAIN DRAWING SUBMITTED FOR THE MASTER PERMIT. THE REVISIONS SHALL BE CLOUDED AND REVISION #AND DATED SHALL BE NOTED. THE SCOPE OF REVISION SHALL BE ON THE DRAWINGS. RESPONSE #3 - UNDERSTOOD. THE MAIN DRAWINGS HAVE BEEN REVISED FOR THE MASTER PERMIT. THE CHANGES HAVE BEEN CLOUDED AND TAGGED ON THE DRAWINGS. THE SCOPE OF THE REVISION INCLUDES: (1 ) NEW ENTRY DOOR, (1 ) NEW INTERIOR DOOR, NEW OPENING DETAILS IN THE KITCHEN & MASTER BEDROOM & GAS PIPING DETAIL COMMENT #4 - INDICATE THE TYPE OF FLOOR TO WHICH THE WOOD JAMBS ARE ATTACHED. RESPONSE #4 -THE WOOD JAMBS ARE EXISTING TO REMAIN COMMENT #5 - MAKE SURE THAT CONNECTIONS ARE DETAILED. RESPONSE #5 - UNDERSTOOD. SEE DETAILS PROVIDED ON SHEET A-1 03 SINCERELY, KYLE SAWCHUK, RA PRESIDENT Miamishores Villa • Building Department gave null" 10050 N.E.2nd Avenue Miami Shores,Florida 33138 Tel: (305)795.2204 R Fax: (305)756.8972 Page 1 of 1 Permit No: Structural Critique Sheet C3'7 �- -4, STOPPED REVIEW Plan review Is not complete,when all items above are corrected,we will do a complete plan review. If any sheets are voided,remove them from the plans and replace with new revised sheets and Include one set of voided sheets in the re-submittal drawings. Mehdi Asraf ♦S��RFS D i■ega" Miami shoresVillage Building Department �ORIDA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#: DATE: - � ZD1v I, k6 Contractor (NAME) o Owner o Architect Picked up 2 sets of plans and (other) Address: 7Z AV e- 9 . From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building De emote-�gntinu permitting process. Acknowledged by: p (Signature) PERMIT CLERK IN AL. RESUBMITTED DATE: I PERMIT CLERK I11 6 IAL: NUTEK Engineering, LLC Paul Orr, PE 30S-72S-11991 0,o-,p � � PAUL 421 S. FederalHohway ,.•:;d'..... Dania Beach, Fl No ••� =O 898 = Miami Shores Village Building Department ;Cn STgT :?fit 10050 NE 2nd Avenue ' �N '.•,�� FOS •. Miami Shores, FL '�,rrQ �R/D? 331385.8972 //�q4 ENG\;\ � i� �►► Re: Permit#: RC-7-14-1504 Please accept this letter to your comment regarding the above reference permit number. Comment-The opening made appear to be load bearing. Please provide detail Response- I have reviewed your comment regarding the existing load bearing wall between the kitchen &living room. The existing opening size is being reduced in width.The structural integrity of the existing wall has not been affected. I have also reviewed the Architect's drawings A-101 Floor Plan along with the Kitchen Framing Opening detail 10/A-103. My professional opinion is that the opening detail 10/A-103 provided meets the 2010 Florida Building Code and is adequate to repair the existing opening. If you have any other questions, please do not hesitate to contact me. Respectfully submitted, FRRCUEJ-Y—!�—D 201 Paul Orr, PE—FL#64898 A RgV1 EW.MD i MIAM.-M� /2 01.29,15 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) WWW.miamidaae.gov/Were/ F.P.G.Wholesale,Inc. - 7190 Coral Way Miami,FL 33155 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 PERA- 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. PERA 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"Condoor Impact"810" Outswing Glazed Wood French Door w/wo Sidelites-L.M.I. APPROVAL DOCUMENT: Drawing No.W09-29,titled"Series Out-Swing Wood Patio Door.(L.M.I.)", sheets 1 through 8 of 8, dated 05/11/09 with revision `B" dated 05/03/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami-Dade County Product Control Section revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSII.E IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Coritcol 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 jq itseintjreJ.y. . . . .• INSPECTION: A copy of kis eoire-I qA:stag le provided to the user by the manufacturer or its distributors and shall be available fprinSpQcctigtt 4 t>Zeigb site at the request of the Building Official. This NOA revises NOA No. 10-0503.02 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document n1entiqed above. • ••• The submitted documentatipnvaS reviev�ed Vy�IeQ;Ai akar,P.E.,M.S. •• • • •• • • • • • • •�/J��s//� ••• v I` NOA No.12-0514.21 � Expiration Date: August 25,2015 JAPPROYEOI___ "' ••• • �7j/ s/1 Z Approval Date: July 05,2012 • "' Page 1 . . . . . . . . . . ... . .. .. . • . .. .. . . . ... . . F.P.G.Wholesale,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 10-0503.02) 2. Drawing No. W09-29, titled "Series Out-Swing Wood Patio Door(L.M.I.)", sheets 1 through 8 of 8, dated 05/11/09 with revision "B" dated 05/03/12, prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,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) 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 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 HETI-09- 2501,HETI-08-2119A, HET148-2119B and HETI-08-2172, dated 11/23/09 revised dated 07/15/10,all signed and sealed by Candido F. Font,P. E. (Submitted under previous NOA No. 10-0503.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by Al Farooq Corporation, dated 05/08/12, signed and sealed by Javad Ahmad,P. E. 2. Glazing complies with ASTM E1300-04. D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs (PERA). E. ]MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 084709.04 issued to Glasslam N.G.I., Inc. for their "Safety-Plus II Laminated Glass"dated 09/11/08,expiring on 08/07/13. F. STATEMENTS 1. Statement letter of no financial interest, conformance and complying with FBC-2010, issued by Al-Fasooq.Comarafion,dated 04/25/12, signed and sealed by Javad Ahmad, P. E. .. . . . . . . .. . . . . ... . •• ••• •• • • • •• • ••• ••• • ••• • HdWyA.Makar,P.E.,M.S. 000 ; .• ; ; • •00 PERA,Product Control Unit Supervisor • •• NOA No.12-0514.21 Expiration Date: August 25,2015 Approval Date: July 05,2012 . . . . . . . . . . . .• •• • • . •• •• ... . 0 0 •00 0 0 F.P.G.Wholesale,Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 1. Laboratory compliance letter for Test Reports No.'s HETI-09-2501, HETI-08-2119A, HETI-08-2119B 2119E and HETI-08-2172, issued by Hurricane Engineering and Testing, Inc., dated 11/23/09 revised dated 07/15/10, all signed and sealed by Candido F. Font,P. E. (Submitted under previous NOA No. 10-0503.02) G. OTHERS 1. Notice of Acceptance No. 10-0503.08, issued to F.P.G. Wholesale, Inc. for their Series "Impact 810" Outswing Glazed Wood French Door w/ wo Sidelites - L.M.I.", approved on 08/25/10 and expiring on 08/25/15. .. ... . . . . . .. . . .. . . . .. . . .. . . . . ... . .. ... .. . . . .. . . :• • • ••.• 000 '• • DE. ly A.Makar,P. ,M.S. . . . . . ••• : •• : : • •• PERA,Product Control Unit Supervisor • •• NOA No.12-0514.21 Expiration Date: August 25,2015 Approval Date: July 05,2012 • • • • • • • • • • ••• • • • ••• • • BOLT LENGTHS 4,.096'LEAF HT. - 42'LONG ` 84'LEAF HT. - 30"LONG ,y 80"LEAF HT. - 26"LONG 6" MAX, 8'MAX. 8'MAX. HEAD/SILL S"MAX. Z HEADA/SILI CONCEALED HERO/SILL 24'MAX. FALSE MUNTINS 22 1/8" HEAD/SILL C FLUSH BOLTS MAY BE USED CORNERS D.L.O. D.L.OPG 0 CORNERS 1 as a d' • n H n e O •� ===tip=• ===n=== m $ e of •. •. 0 \ / z me jj poQ 1Lyy�I M • • • •• 1 INACTIVE —Y ACTNE 1/ INACTIVE 3 J 9: :•••• •• : C ••i•• CONCEALEDGj E aro �U FLUSH BODS g ••••• • • 36"MAY.• 37 3/4"MAX. 38'MAX. 37 3/4'MAX. 37 3/4'MAX. • • LEAF WIDTH LEAF WIDTH LEAF WIDTH LEAF WIDTH SIDELITE NTDTH 0 • •• 4 1/2150 180 1/2'MAX. FRAME WIOTH FRAME WIDTH TYPICAL EVATIONS PRODUCT'RBVISBD OUT—SONG WOOD PATIO DOOR as alm*bs wilb dw Tmida E APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS ft' 12-0514'.�2G► WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE SIDE OR BOTH SIDES OF DOOR. gillJX SEE SHEET 2 FOR DESIGN LOAD CAPACITY. Contml THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE LAM. 1NSUL. GLASS • REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY SOLID WOOD INSERTS <m HURRICANE ZONE (HVHZ). LARGE MISSILE IMPACT ` WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. Q ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS THESE DOORS/SIDEUTES ARE RATED FOR LARGE & SMALL MISSILE IMPACT. Engn JAVCIVIL AD*W 'e 3g EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. FLA PE JX'2 C 3 ANCHORIMG OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE CAN h'' '� NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. .�APPROVED PRODUCTS NOTED HEREIN ARE EXEMPT FROM PRESERVATIVE TREATMENT PER 2326.2.1 drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT OF THE FLORIDA BALDING CODE WHICH EXEMPTS WOOD SPECIES LISTED AS'DURABLE'. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE THE SPECIFIC PRODUCTS HEREIN ARE EXEMPTED WOOD SPECIES BASED ON USDA LISTING AND MUST W09-29 REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. HAVE A SPECIFIC GRAVITY EQUAL TO OR HIGHER THAN THE REFERENCED SPECIES. sheet of Q SINGLE LEAF (X) OR DOUBLE LEAF(XX) DOORS LEAF LEAF LEAF STATIONARY PANEL(0)OR DOORS WITH SIDELITES WIDTH. Wt W2 W7 W2 DESIGN LOAD CAPACITY - PSF WIDTH WIDTH WIDTH DESIGN LOAD CAPACITY - PSF r-- Wt 7 GLAZING TYPES GLAZING TYPES �Y g� LEAF WIDTH LEAF HEIGHT 'A, B, C'OR'D / / \ WIDTH(W) LEAF HEIGHT 'A','8'.'C'OR'D" FT./IN, fT./IN. E)R.(+) INT.(-) / / \ FT./IN. FT./W. EXT.(+) WT. (-) 2/0 so.o eo.o \ 2/0 60.0 60.0 6 $ Q 2/6 9/0 60.0 60.0 g 2/6 a/o eo.o ao.o 3/0 60.0 60.0 \ \\ / 3/0 60.0 60.0 8 W W h X XX Q NOTE: `3L GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) Alto lto AND FLORIDA BUILDING COMMISSION •••• DECLARATORY STATEMENT DCA05-DEC-219 O ••••. • ••• WIDTH (W) W1 + W2 •••••• ••• ,• • • • • (FOR ODORS WITH SIOEUTES) 2 • Z••••• •• • •• •• O _ ••••• • •• •••••• a uni SILICONE BEAD SILICONE BEAD SILICONE BEAD DECORATIVE MOLDING (L M • 3*DRNING 993••• •••• DOW CORNING 895 DOW CORNING 999 OPTIONAL O • • • • W'Q •• :16°TEMP.dmod" •••• 1/8"TEMP. GLASS 1/8"TEMP.GLASS 1-11/18°THK.INSERT 8 JO ; it • 0.10°INTEQLAYER LASSL?.•••• 0.10`INTERLAYER 0.10"INTERLAYER LAMINATED D C7 O SAFETY-PL S II BY SOLJD WOW OR 'GlA55l • SAFETY-PLUS II BY'GLASSLAM' SAFELY-PLUS 6 BY'GLASSLAM' GLAZING TYPES z O-� ••• i(-PPL • •• 3/16'TEMP. GLASS 1/8'TEMP. CLASS BRAD NAIL00 SD X S LONG I d� • 3/8"All IPACE • • • 3/8'AIR SPACE 3/8'AIR SPACE I*FROM ENDS BD X 1-3/4'LONG ~J • • &3"O.C. MAX. BRAD NAILS O Lt.h 20 •••• • O �� jfAEP,GLASS 1/8`TEMP.GLASS 1/8'TEMP.GLASS 1'FROM ENDS ••• BD X 1-3/4"LONG ' 6O X 1-3 4"LONG BD X 1-3/4"LONG ' 3'O.C. MAX. BRAD NAILS z� BRAD 3 �II"S 1"FROM ENDS 51 1°FROM ENDS 31 9 a &3"D.C.MAX. 'a k 3'O.C. MAX. & FROM ENDS � � 'v i &3`O.C. MAX. ^ Sc OYSEAM ACRYLIC P �O SILK E i ACRYLIC P OYSEAM ACRYLIC CORNING 995 r % . GLAZING TYPE 'A' GLAZING TYPE 'B' GLAZING TYPE 'C'PRODUCTRBVIBBD GLAZING TYPE 'D' GLASS WITHIN P400D INSET OPTION g 1'OVERALL THICKNESS 1'OVERALL.THICKNESS 1'OVERALL THICKNESS WRhdw PIwi& WOOD INSET OPTION 3aft Cob 1Qoap�cw NO Engr dnYAD AHMAD T 'n CV0. 0 GLAZING OPTIONS 1 �a.APn. Ta2 MAX. AREA OF GLASS TYPES 'A' OR 'B.......13.0 SQ. FT. MAX. AREA OF GLASS TYPE 'C.....................10.4 SQ. FT, MAX. AREA OF {MOOD INSET..........................13.0 SQ. FT. drowing no. W09-29 1( 08 . 12 sheat 2 of g LEAF WIDTH MOTH MOTH LEAF WIDTH LEAF WIDTH _!g�WIOTH LEAF WIDTH LEW WIDTH LEAF WIDTH LEAF fig N /71N PIN C I aLL 96 Fl a •• i i :j i Z 0000 ;� • • • ••• 0 ,n � 0000 • • ••• 4 u7� • a 0000 99 •• O Q Mqq�pC 0 0000 96006 • 606. • • 069990 � Q�O�NQ 66.9 000 82 • • • cc • i • lin •66• 00 6• 4 9 7 / LEAF PATTERNS AS SHOWN ABOVE OR SIMILAR WITH VARIOUS FINISHES AND DECORATIVE MOULDINGS GLAZED WITH GLASS OR SOLID WOOD INSERTS ARE ALSO ALLOWED. oQo MINIMUM DIMENSIONS: TOP AND BOTTOM RAILS.........................5-1/2" I LOCK AND HINGE STILES........................5-1/2" •nor.J A 6CAD 0 INTERMEDIATE STILES...............................5-1/2" FEA�#70592 SEE SHEET 2 FOR MAX. AREA OF GLASS, WOOD INSERTS AND DESI ITY. CAN. as-M*ftwftbgw Flom II -0 4.21 AeceptsnteNo droving no. BY �� �� W09-29 viii td a tro sheat 3 of g ANCHORS BOLT SUPPORT AT HEAD/SILL ALUM STRIKE PLATE POLYURETHANE TYPICAL SEE ELEV. TYPICAL ANCHOR ALUM STRAP BRACKET EMBEDE0 IN WOOD CLUE FOR SPACING 1BY SEE ELEV. FASTENED WITH WOOD BUCK OR SPACING STRUCTURE SEE IVANCHINtS (2) ®8 X 1-1/4'SMS -• FOR SPRING ea• ."d� I i u 13 1 \ \ MIAMI-DARE COUNTY APPROVED qq 1'1 MULLION & MULLION ANCHORS <O SEE SEPARATE NOA i�6S 3 SEE ANCHORS !_.. - T j 7 _ ATX 2' SMS •` FOR ACING AT 3-1/2"'FROM ENDS AND 15'O.C. MAX. TYPICAL ANCHORS SEE ELEV. jI FOR SPACING e f � FYd ••• i. WOOD BUCKS AND METAL STRUCTURE NOT BY F.P.G. `� o • •• • • MUST SUSTAIN (AADS IMPOSED BY GLAZWG SYSTEM O " • •• { • AND TRANSFER THEM TO THE BUILDING STRUCTURE. $ U •••• f Z • ••• • • I O • O • : • OTYPICAL ANCHORS: SEE ELEv. FOR SPACING mc 2 8 a I 1/4° DIA. TAPCDN BY 'FNO' (Fum120 KSI,Fy=92 KSI) O W Q M m • • •• 1 00 •• I 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI.Fy-155 KSI) 8 J • I • • • • • • •• • SURFACE lTS INTO 28Y WOOD BUCKS OR WOOD STRUCTURES $ = tr • a •••• '� •• SEE SHEET 1 1-1/2" MIN. PENETRATION INTO WOOD z �O7 \ i • p •••• .< tt s• • O 1\„' THRU 1 BY BUCKS INTO CONC. OR MASONRY p ' 0 *to 'p7 `'� 1-1/4" MIN. EMBED INTO CONC. OR MASONRY a rn W 00 \� • 14 DIRECTLY INTO CONC. OR MASONRY l,`t\.I°', 1-1/4° MIN. EMBED INTO CONC. OR MASONRY • • - � • • •••• \`\\`1t\ � 614 SMS OR SELF DRIIN cCasWg (GRAPE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8-) •••• a•. li i, ��"`I`•. INTO METAL STRUCTURES STEEL : 12 GA MIN. (Fy - 36 KSI MIND a ®B X 2'FH SMS ALUMINUM 1/8" THK. MIN. (6063-T5 MIN.) �t AT 3-1/2"FROM ENDS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) AND 15"O.C.MAX. TYPICAL EDGE DISTANICE 3 3A INTO CONCRETE AND MASONRY = 2" MIN. a INTO WOOD STRUCTURE = 1" MIN. © O INTO METAL STRUCTURE = 3/4° MIN. n 11151 4 <m r 13 CONCRETE AT HEAD. SILL OR JAMBS f'c 3000 PSI MIN. 1 PRODUcritavom C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm . 2000 PSI MIN. 5 samoplylugwlWlheFlollda Erpr.JA AO A11MM � ,o No 12-0614.2-1 FIA.PE 7.892 CAN. BY • o • o • o • ANCHORS SEE ELEVT I O SPACING POLYURETHANE �ANCHORS �CAL drawing no. GLUE E ELEV.FOR SPACING W09-29 DOOR UNITS SIDELITE UNITS MAY o 2012 arrest 4 0( 8 1 8x2" TYPICAL ANCHORS © 6D X 1-3/4"LONG O WOOD SCREWS IN PAIRS SEE ELEV. BRAD NAILS (10)AT EACH END FOR SPACING ACTIVE AT 12"O.C.MAX. AT 3/8'FROM ENDS 1 _ AND 2"O.C.MAX. INACTIVE LEAF Z $� 13 10 �H WOOD SCREWS s 1/2°MIN. D.L.OPO. MW MOTH 18-3/4"FROM ENDS AND 8°O.C. MAX. O LEAF MOTH EXTERIOR •..•a• LEAF WIDTH 0 1/4i�i • •• FRAME WIDTH 00000 SHIM • • • • • • 0000••• p Z 0000• • • • • O — • k_ * • a•o o e GEECELLEV. • SAF INACTIVE LEAFFOR SPACING •••••• • $• 2 0000• _00000. • •. •' r7 \ r 0*000 NZ 18Y3 3 8 3 g a p WOOD BUCK..:" 10 13 g 1/2"MIN. g INSET WIDTH S 1/2°MIN. INSET WIDTH LEAF WIDTH EXTERIOR LEAF WIDTH 1/4°MAX. FRAME WIDTH g a m SHIM EqJAVAD ,a pCIVA. PROAUCTABMSBA F CA,N:3g385 2 yy eswmFlYkffi�VGhtheFloiida 8 � � olMw 0/ Browing no. B cxmr� MAY Of 2012 W09-29 sheat $ of TYPICAL ANCHORS LL SEE ELEV. �q FOR SPACING �aQ OO 3-1/2' L 1/4"X 2-AT RW TM ENDS M FFUULL LENGTH 88 X 2'FH SYS AT 3'FROM ENDS ^ 1 AT 5-3/4FROM ENDS AND 12'O.C. MAX. 1 1 AND 14-1/4'O.C.MAX. 88 X 3/4"FH SMS IN PAIRS •• AT V FROM ENDS di 10-1/2'O.C. 1 0000• • • • • • % Z v 0000• • � • • • _ it 6�{ N • • • (aj 0000• � • •• • / � ' � ��M m 0000• w" • •• t ! / o J c8 28Y ,• \• U 00 W0BjICK a, •••• / p 0000• `., � 0.� • �: �00�00�•�• 5 k-. ` >fL!'wLM•m•nAN2 p li n 2 EXTERIOR 2 ••••• .�,e•.';: CLUE E O •• :' s • • 5 1/2'ON. D.L OPO. S 1/2'ABN. 5 1/2°MIN. D.L OPG. 00000 0000 • • LEAF 1; • LEAF'MOTH 1/4--W.• u3.1 SHIM FRAME K70TH p�S 9000NE s DOW CORNING 785 Engr.. VAD A18Y0 S ,o R. A.E®70MI n MODUCTRVVIM CAN'1538 �. 0s complyielg0w6wp Florida � Browing no. W09-29 ' MAY 0 2012 ar>eac a or g 8,256 3.823 17RM PART REQD. DESCRUMON .830 - MATERIAL MANP./SUPPLTER/REMARKS 1 3/DOOR FRAME HEAD/JAMS Wppp N p--- 1.250 1.780 2 AS READ. TOP& BOTTOM RAIL/HINGE&LOCK STILE/SIDELITE STILE WOOD - I482 3 - AS REDD. ALTERNATE TOP&BOTTOM RAB./H1NOE&LOCK STILE/SIDEUTE STILE WOOD - O —1 4 - 1 SILL COVER ALUMINUM - �" 1^----5.500 S - 1 SILL FILLER WOOD - Q - 1 FRAME HEAD/JAMB 12 INTERMEDIATE 1 FRAME SILL - TE STILE 7 _ AS RE0p, GLAZING READ wow 1.750 1.181 a 1 ASTRAGAL PLYWOOD AS MARINE GRADE 13 PLY �' v 9 - 1 ASTRAGAL INTERIOR COVER WOOD - 8 10 - - ASTRAGAL EXTERIOR COVER WOOD - 12 - AS REQD. INTERMEDIATE STILE WOOD VZ$ 1.883 13 S44 4/LEAF; HINGE STEELOR ST/ST DELTANA Y 14 ®10 X 3° 3/CORNER FRAME ASSEMBLY SCREWS FLAT HEAD - 4+ .819 1S QEW880 AS REQO. FRAME WEATHERSTRIPPING Q-LON PVC 3CHLEGEI. 4.715 iy3 5.300 7 O GLAZING BEAD WOOD OPTIONS I- SOUTHERN CHERRY 2- ANDEAN WALNUT ^ 3- TROPICAL WALNUT 4- WHITE OAK s 5- YESQUERD + Jt- *so SPECIFIC GRAVITYMIN. m 0.50 MIN.(E=1,400,000) fiRADE= 2 MIN.MOISTURE CONTENT= 12%MAX. Z 2'�TOP & BOLTON RAIL:1$"•It LOCK S'&L4/SIC6LITE STILE•• • o aMSEALANT: § g¢1 6004• • 4 P 6666 • 1780 lJa,oDS FRAME & PANEL CORNERS SEALED WRH DUROLOK CM902 SEALANT. 6•• � ASTRAGAL FRAME AND PANEL CLADDING GLUED WITH TECHNOBOND L560S. 0• 1.750 i iC) 'A HINGES: 4" X 4° X .130° THK. HINGE I d rn g • ••:• • i 4 PER LEAF AT 9-3/4" FROM EACH END C n a + I AND 25-1/2' O.C. MAX. • `• .''t • 1.309 .' 1.508 1 1 4.000 LOCKS • i - • • • 1 I • • • • I 4••49-1 •••• • 4.375 F� I I i i CONVENTIONAL LOCKSET WITH DEAD SOLT AT ACTIVE LEAF LOCK STILE 4•••• d V„-.250 I 1 KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR PASSAGE LOCK AT 36" FROM 1 I DEAD BOLT AT 42° FROM BOTTOM BOOM 3 g` OASTRAGAL INT. COVER OPTION 1 = EMTEK CORTINA KEYED ENTRY DOOR LEVERSET THK.S OPTION 2 = KWIKSET POLO KEYED ENTRY DOOR KNOBSET 13 .13'THK.STEEL OPTION 3 s BALDWIN KEYED ENTRY DOOR LEVERSET 278 WNG�INCT IIeTIDN�ee,Lm R.492 � TG PANEL (4) �t2 X t-1/4°FH SMS MANUALLY OPERATED SURFACE BOLTS BY 'DELTANA' AT TOP AND I� TO FRAME: (2)012 X 3/4°FH SMS BOTTOM OF ACTIVE LEAF. ®= ALTERNATE -�1 t.000 L IN INNER HOLES (MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING) ° TOP & BOTTOM RAIL10 (2) IleX 2-1/4°FH TAPCON o HINGE & LOCK STILE/SIDELITE STILE OASTRAGAL EXT. COVER 1N OUTER HOLES MANUALLY OPERATED CONCEALED FLUSH BOLTS 283D BY HAGER OR FPG °<m a 82s WITH 5/8" THROW AT TOP & BOTTOM OF INACTIVE LEAF. E Enpr.JAVAD AHMAD D p p-1.000-� CPA y rFLA. 703112 ,rR CAN.3938 y as .082 0 I�� •8q B��d1A P Flolit� �� $ b-1.800 .299 2.400 E. Dara IND .2oG drawing no. O SILL COVER O SILL FILLER O FRAME SILL M Dad W09-29 8083-T5 WOOD WOOD 1282 8t1B8t, 7 of 8 S"X 5/8°WOOD DOWEL 1�� l. •11� �"�iay1JC, e a 7YC S°X 5/8°WOOD DOWEL a sees• • • • sees•• _Z ••••• F��E TOP CORV1�•• PANEL TOP CORNER Q • M sees• O• • •• •• I p W�� sees• • •• sees•• � �� • sees• sees sees Z • •• • • • ••• •••• INTERMEDME CORNER 1 d U sees• • • 0*:*• 2 S°X S/8°WOOD DOWEL LLn sees •• • •ese• "'� • • •• • •• • • • 14 ecce• ecce • •es• Enr.JAVAD MM, tl PRODUCT RBVIBBD FLA.PEE70582 �omnptylBDwWt the FIotMO CAnL'3838' yy � g• No '05 •/6 $� Dara / drawing na. ° m ! WQ9-29 FRAME BOTTOM CORNER jANEL BOTTOM CORNER (she et 8 of MIAMko-n tK MIAMI-DADS COUNTY 1 �� PRODUCT CONTROL SECTION - DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov, gera/ F.P.G.Wholesale„Inc. 7190 Coral Way Miami,FL 33155 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 PERA- 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 CountyTand/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. PERA 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. DnclawTION: Series"Condoor Impact" 8'0"Outswing Glazed Wood French Door w/wo Sidelites-L.M.I. APPROVAL DOCUMENT: Drawing No.W09-29,titled"Series Out-Swing Wood Patio Door.(L.M.I.)", sheets 1 through 8 of 8, dated 05/11/09 with revision "B" dated 05/03/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami-Dade County Product Control Section 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 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Coritrol 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 enety. tir .. .. . . . . . .. INSPECTION: A copy of this entire N0A.1h1ll:b4 lirdwided to the user by the manufacturer or its distributors and shall be available - b eite�at the request of the Building Official. This NOA revises NOA No. 10-0503.02 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation wal reviewed by:$efmy A.1"P.E.,M.S. eJ~�, NOA No. 12-0514.21 E BExpiration Date: August 25,2015 Approval Date: July 05,2012 ... . . . . . . . • ••• Page 1 F.P.G.Wholesale,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 10-0503.02) 2. Drawing No. W09-29, titled "Series Out-Swing Wood Patio Door (L.M.I.)", sheets 1 through 8 of 8, dated 05/11/09 with revision "B" dated 05/03/12, prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,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) 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 marked-up drawings and installation diagram of OS French door,prepared by Hurricane Engineering and Testing, Inc., Test Reports No.'s HETI-09- 2501,HETI-08-2119A, HETI-08-2119B and HETI-08-2172, dated 11/23/09 revised dated 07/15/10,all signed and sealed by Candido F. Font,P. E. (Submitted under previous NOA No. 10-0503.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al-Farooq Corporation, dated 05/08/12, signed and sealed by Javad Ahmad,P. E. 2. Glazing complies with ASTM E1300-04. D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08-0709.04 issued to Glasslam N.G.I., Inc. for their "Safety-Plus II Laminated Glass"dated 09/11/08,expiring on 08/07/13. F. STATEMENTS 1. Statement letter of no financial interest,conformance and complying with FBC-2010, issued by Al-Faroo j CospQratian,datcd.041XI12,signed and sealed by Javad Ahmad, P.E. .. . . . . . . .. . . . . ... . .. ... .. . . . .. . ••• ••• 969 H y .Makar,P.E.,M.S. . . • PERA,Product Control Unit Supervisor • " 000 see see • NOA No. 12-0514.21 ••• Expiration Date: August 25,2015 Approval Date: July 05,2012 . . . . V: . . . . . .. .. . . . .. .. ... . . . ... . . F.P.G.Wholesale.Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 1. Laboratory compliance letter for Test Reports No.'s HETI-09-2501, HETI-08-2119A, HETI-08-2119B and HETI-082172, issued by Hurricane Engineering and Testing, Inc., dated 11/23/09 revised dated 07/15/10, all signed and sealed by Candido F. Font,P.E. (Submitted under previous NOA No. 10-0503.02) G. OTHERS 1. Notice of Acceptance No. 10-0503.08, issued to F.P.G. Wholesale, Inc. for their Series "Impact 810" Outswing Glazed Wood French Door w/ wo Sidelites -- L.M.I.", approved on 08/25/10 and expiring on 08/25/15. .. ... . . . . . .. • . .. . .. . . . . .. ... .. .0 . . .. • 0:9 ••• 96: ary A.Makar,P.E.,M.S. • . PERA,Product Control Unit Supervisor .. . . . . . . . . . • 000 066 NOA No.12-0514.21 Expiration Date: August 25,2015 0:0 MOL062 Approval Date: July 05,2012 . . . . V: . . . . ... . . 0.0 ... . . BOLT LENGTHS 96"LEAF HT. - 42"LONG 4wu B4"LEAF HT. - 30"LONG 80"LEAF HT. - 26'LONG 6' MAX. Qg� 6° $° HEAD/SILL $"MAX. z I•. a HEAD/SILL CONCEALED HEAD/SILL 24"MAX. 22 1/8" HEAD/SILL O FALSE MUN SEE FLUSH 80LT5] I CORNERS" MAY BE USED q I D.LO. q D.L. A D � CORNERS II n / \ l✓ \ii / \ a G tj fi �y�$s 'e i i H i 'off i • • \\B li ® ii // � \ ® / 9 00 \ / \ / g Li ••• • \ / z •• •• •• • AC1' • I INACTIVE �. ACTNE I/ INACTIVE >o ••• • 03¢ • cso • • • • etc �Qy i••••i •• • C •••• FLU CSH B • • • •••••• '� MAX.4" $ 5 " 38°MAX.*• 37 3/4'MAX. 38"MAX. 37 3/4'MAX. 37 3 • •••• •• LEAF LEAF WIDTH LEAF WIDTH LEAF WIDTHL SIDELITE WIDTH O • • •• • '4• 2°MAX. 190 1/2'MAX. • •••• •••• • WIDTH FRAME WIDTH TYPICAL EVATIONS PRODLACT RBVISBD OUT SWING WOOD PATIO DOOR as6"Iyin6With dwFlodda 0 APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS 12-OMA-21 WITH OR WITHOUT SIDELITES. �� 1011 SIDE LITES CAN BE ON ONE SIDE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITY. CotNn>l m- THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE LAM. INSUL. GLASS REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY SOLID WOOD INSERTS o<m HURRICANE ZONE (Hvriz). LARGE MISSILE IMPACT 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 THESE DOORS/SIDELTTES ARE RATED FOR LARGE & SMALL MISSLLE IMPACT. ''r"AV AH 7 a EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. FIA,PE 7g0592 C 3 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE CAN.'3M , NOT PART OF THIS APPROVAL. ti A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. THE APPROVED PRODUCTS NOTED HEREIN ARE EXEMPT FROM PRESERVATIVE TREATMENT PER 2328.2.1 drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT OF THE FLORIDA BUILDING CODE WHICH EXEMPTS WOOD SPECIES LISTED AS'DURABLE'. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE THE SPECIFIC PRODUCTS HEREIN ARE EXEMPTED WOOD SPECIES BASED ON USDA LISTING AND MUST W09-29 REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. HAVE A SPECIFIC GRAVITY EQUAL TO CII HIGHER THAN THE REFERENCED SPECIES. sheet of$ SINGLE LEAF (X) OR DOUBLE CAPAC LEAF(XX) DOORS LEAF LEAF LEAF STATIONARY PANEL(0)OR DOORS WITH SIDELITBS ,gADTIi, w� wi DESIGN LOAD CAPACITY - PSF WIDTH WIDTH WIDTH DESIGN LOAD CAPACITY - PSF I{�`—�I N GLAZING TYPES GLAZING TYPES LEAF WIDTH LEAF HEIGHT W.'B','C OR'D' / / \ WIDTH(W) LEAF HEIGHT 'A','8','C OR'p' / \ / z . Fr./IN. FT./IN. EXT. (+) INT. (-) \ FT./IN. FT./IN. EXT.(+) INT. (-) Q 2/0 80.0 60.0 / / 2/8 8/0 80.0 60.0 % A\ 2/0 �•0 60.0 = ¢ y 2/6 8/0 60.0 60.0 3/0 60.0 60.0 3/0 80.0 W p 11 $ °n I _T I W T! x xx NOTE: GLASS CAPACITIES ON THIS SHEET ARE & gj BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 • WIDTH (W) = W1 + W2 (FOR DOORS WITH SIOELITES) 2 t •000 ee. .00. m o — ••SILICONE BEAD • %••.• SILICONE BEAD SILICONE BEAD DECORATIVE MOLDING M Dow.CORNING 898 et DOW CORNING 995 DOW CORNING 998 OPTIONAL 3/18°TEMP.(iI.RSS• • c 1/8"TEMP. GLASS 1/8"TEMP.GLASS 1-11/18°THK.INSERT J • •• • •• •e•••• TERLAYER SOLID WOOD OR 3 • 00: W70F1116.1t 1 BY'OLASSUM�•• 0.10"INTERLAYER 8Y'GI.ASSLAM' OSAFEIYNPLUS G 8Y'GLASSLAtd' LAMINATED WOOD GLAZING TYPES a ,X. ,S,OR 'C, 82 • 1/B'PiWY.G • LASS .•.•• 3/16"TEMP.GLASS 1/8"TEMP. GLASS BRAD 1-3/4-LONGNAILS ] �O • •.• 1'FROM • 3/4"AIR SPACE a••••• 3/8"AIR SPACE 3/8'AIR SPACE ENDS&3"O.C. MAX. 6D X 1-3/4'LONG rJ n �{ • •••• BRAD NAILS 0 . 1/8"•TEMP. GUS%.••• 1/8'TEMP.GLASS p 1/8'TEMP. GLASS p. FROM ENDS U •• ••• BD X 1f13,�/g•I. C �' 8D X 1-3 4"LONG Fa 80 X 1-3/4"LONG F & &3"O.C. MAX. • .• I"FROM FNDS • Bj I*FDROM ENDS 7p {� BRAD F < •• &Y O.C.MAX. 'a t43 h 3'O.C. MAX. L4R 1'FROMM ENDS NDS &3"O.C. MAX. It (Yi _� SI UC E OYSEAM ACRYLIC P ACRYLIC GI P OYSEAM ACRYLIC CORNING 998 ggI GLP ZING TYPE '� SEIZING TYPE 'H' GLAZING TYPE 'C'PRoOtrcT RmsBD GLAZING TYPE 'D' GLASS WbT I WOOD INSET OPTION g`m 111 t'OVERALL THICKNESS 1"OVERALL THICKNESS 1"OVERALL THICKNESSomIdY n with Ute Florida gtOpp INSET OPTION >�ge' ?�� Engr:JAYmLAIOIAD � •0 a GLAZING OPTION ecoatmt FLA.A.N.#s362 MAX. AREA OF GLASS TYPES 'A' OR 'H'......13.0 SQ. FT. g MAX. AREA OF GLASS TYPE 'C.....................10.4 SQ. FT. dowing no. MAX. AREA OF WOOD INSET..........................13.0 SQ. FT. Vd09-29 MAY 0 8 Z 112 Sheet 2 oT s LEAF WIDTH LEAF'WIDTH LEAF WIDTH LEAs'WIDTH LEAF WIDTH LEAF WIDTH LEAF WIDTH LEAF WIDTH LEAF WIDTH ��LEAFWIDTH-gI I ILO 1� j O ILLL Id • • r; gl •• z • ••• Lo r-1 • •0.0• • •• 0000•• Q • � 00006 0000 0000 zo _ • • U •• • •• • / II C'JJo 00 i • i •• •• / / / ' r •• • / • 'r LEAF PATTERNS AS SHOWN ABOVE OR SIMILAR WITH VARIOUS FINISHES AND DECORATIVE MOULDINGS GLAZED WITH GLASS OR SOLID WOOD INSERTS ARE ALSO ALLOWED. a m MINIMUM DIMENSIONS: TOP AND BOTTOM RAILS.........................5-1/2" LOCK AND HINGE STILES........................5-1/2" ngr.J AD A fdAO a INTERMEDIATE STILES...............................5-1/2" cWL - 3sj FIA.PE/ 92 DLIIN� SEE SHEET 2 FOR MAX. AREA OF GLASS, WOOD INSERTS AND DESI .M�perITY. CAA3838 svina b Aceopt�ce —0 4.21 drawing no. W09-29 By cull Dad. I Usheet 3 of g SOLT SUPPORT AT HEAD/SILL ALUM STRIKE PLATE POLYURETHANE TICAL ANCHOR TYPICAL ANCHOR ALUM STRAPED ET EMBEDED IN WOOD GLUE FOR SPACING 18Y ORSEE S METAL (2) #8 x 1-1/4'SMS arooG BUCK sTmrcty SEE ELLv G� A i e. FOR SPACING Z ® 2 1 O 2 13 1 V n 9 MIAMI-BADE COUNTY APPROVED \ SEE SEPARATEMULLION &MULLION ANCHORS $ / \ TYPI ANCHORS `� 7 7 FOR ACING AT X 2"FH SMS s AT 3-1/2"FROM ENDS AND 15"O.C.MAX. 1 TYPICAL ANCHORS SEE EUV .I FOR SPACING v WOOD BUCKS AND METAL STRUCTURE NOT BY F.P.G. m MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM p "' o AND TRANSFER THEM TO THE BUILDING STRUCTURE. U • •• i ! 0 O: : •• • i TYPICAL ANCHORS SEE ELEv. FOR SPACING a W N • • O 1/4' DIA, TAPCON BY 'ITW' (Fu=120 KSI,PY-92 KSI) p t Q M • •• • • ! 1/4' DIA ULTRACON BY 'ELCO' pp �1�9I (Fu-177 KSI, Fy=1S8 KSI) O ,..13 • • • • ! • SURFACE TS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES $ Y o • \I •• SEE SHEET 1 1-1/2" MIN. PENETRATION INTO WOOD z • • • O • • ;\' • O ;i„'\ THRU 1 BY BUCKS INTO CONC. OR MASONRY C�Q • • a ••i ' \` •••• .�\;`.�� 1-1/4* MIN. EMBED INTO CONIC. OR MASONRY d°i • �i �"ti ` DIRECTLY INTO CONIC. OR MASONRY WW • �' 1-1/4" MIN. EMBED INTO CONC. OR MASONRY • • • S i14 SM3 OR C F DRI IN Ct'REWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") • • • • �• • :1,v.'tr INTO METAL STRUCTURES • • ti,_,\1 •• 1 �t:\ STEEL : 12 GA MIN. (Fy = 36 KSI MIN.) • P • ••• •••" • BB 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 1S'O.C. MAX. TYPICAL EDGE DISTANCE 3 y 3 INTO CONCRETE AND MASONRY = 2" MIN. •- INTO WOOD STRUCTURE = 1" MIN. © O� INTO METAL STRUCTURE = 3/4' MIN. ' 4 A g<= CONCRETE AT HEAD, Su OR JAMBS Pc - 3000 PSI MIN. S _ 1 PRODUGTRgViggp C-90 HOLLOW/FI LED BLOCK AT JAMBS I'm - 2000 PSI MIN. Be con oying xU�u qam meds Eegr.JAMA •e e A I DAuilding No IG �.2` FIA.PE p 70M 3m .A GAN.. a v.. > I TYPICAL ANCHORS '�FYPICAL ANCHORSe SEE ELEV. FOR SPACING POLYURETHANGLUE EE ELEV.FOR SPACING drawing no. W09-29 DOOR UNIT S SIDELITE UNITS MAY Op 2012 street 4 of 8 18 X 2' © fli WOOD SCREWS IN PAIRS TYPICALANCHM SEE So X 1-3/4'LONG ELEV. BRAD NAILS H (10)AT EACH END FOR SPACING ACTIVE AT 12'O.C.MAX. AT 3/8'FROM ENDS AND 2'O.C. MAX. INACTIVE LRAF Z . 2 2 8 3 13 9 1/2'MIN. D.L.OPO. 10 AT 15-3/4'SCREWS FROM ENDS 9VSET STH b f AND 8'O.C. MAX. LEAF WIDTH EXTERIOR LEAF WIDTH , 1 1/4'MAX' FRAME MOTH ro SHIM z •. O _ • � ANCHORS..• • 1 i .O• K d , TrPj�L 4W�1 M • • f SEE ELEV • • • *ACTIVE LEAF INACTIVE LEAF J • •.•• L90 • S J Z 04 • • WOOD BUCK .• ..•. .. • • i 3 e q • •.•• a.1i 13 • G 10 •%-'�-`...>. 9 1/2'MIN. INSET WIDTH 9 1/2'MIN. Rau WIDTH LEAF WIDTH EXTERIOR e _ o LEAF WIDTH 1/4'MAX. FRAME WIDTH e a m SHIM Engr JAVAD •p q cm PRODUC:7,R8�7SH71 FIA FE 70992 yy� •� 3g aSomnPlYm8w9dd�e:2m CA Browing no. MAY 0 2012 W09-29 sheet $of g N S'� ANCHORS FOR SPACING OALUM PLATE L 1/4'X 2-1/4'ITW TAPCONS O FULL ENGTTH _ /8 X 2'FH SMS AT 3'FROM ENDS 1 AT 5-3/4'FROM ENDS AND 12'O.C. MAX. 1 1 AND 14-1/4'O.C. MAX. B8 X 3/4'FH SMS IN PAIRS v AT 1'FROM ENDS k 10-1/2'O.C. _ i 0 i •' a • • • •� • • '1 � r � 3 O�O .ODD&1CK a • ` / % _ _ 3C9 p��- • •••• • • .. ` .' �,QOLI11RETHANE 2 2 •••• -�•;°� �•22ii LLE EXTERIOR 2 t�>•';.., • L • S 1/2'MIN. D.L.OPO. 8 1/2'ANN. S 1/2'MIN. D.L.OPG. • • •••••• • . •••• LEAF WIDTH LEAF WIDTH • FRAME WIDTH • • • • Geese* • • SILICONE r •••• DOW CORNING 788 H� g<m Eagr.. YM AHMAD _ to cift RA PE®708921 �� R8V13gp CAN.7838 1q xs�lyla@wN84wF{°rWa � � � Itil _�wlaO{G.�I�•"•�(G; drawing no. ° MAY 0 2012 1ne� a 02 e 3.925--�{ (TEM PART READ. DESCRIPTION t r-5.250 ® - @ MATERIAL MANP./suPPLIER/REMARIL8 �V ' 1 3/000 FRAME HEAD/JAMB WOOD .8� '�'•.�� 1.750 2 - AS REOD. TOP& BOTTOM RNL/H1NGE&LOCK STILE/SIDELITE STILE WOOD 8 492 3 - AS REOD. ALTERNATE TOP&BOTTOM RAR/HINGE&LOCK STILE/SIDELRE STILE WOOD - ALUMINUM V }kFF11 1 _5.500----=I� 5 - 1 SILL FILLER WOOD _ s OO FRAME HEAD/JAMB 12 INTERMEDIATE 1 FRAME SILL WOOD - TE STILE 7 - AS REOD. GLAZING BEAD WOOD AST 1.750 1.181 8 t ��' PLYW000 AS MARINE GRADE 13 PLY �' V 9 - 1 ASTRAGAL INTF380R COVER WOOD - 8 n - 10 - - ASTRAGAL EXTERIOR COVER WOOD - 1.883 12 - AS REOD. INTERMEDIATE STILE WOOD tM1ai 13 S44 4/LEAF; HINGE fvm OR ST/ST DELTANA W �. � 14 #10 X 3" 3/CORNER FRAME ASSEMBLY SCREWS FIAT HEAD - �- - 15 1 GEED850 AS REIN:. FRAME WEATHERSTRIPPING Q-LONpVC SCHLEGEI, Q �$ SE 5.500 4.713 GLAZING BEAD- O WOOD OPTIONS I- SOUTHERN CHERRY O 2- ANDEAN WALNUT ^ �t.000 3- TROPICAL WALNUT 4- WHITE OAK 5- YESgUERO SPECIFIC GRAVITY=0.50 MIN.(E=1.400.000) a I I GRADE= 2 MIN. V -�1 4=-.482 2.500 MOISTURE CONTENT = 12X MAX. ga lllaaaz 8S • •••• • •• f a 0 • ® • TOP aP O TOM RAIL • __--JJII., o y M #mom & LOCK SOLE/ LITE Stix SEALANT: • •••• •75o q• • B a.000 FRAME & PANEL CORNERS SEALED WITH DUROLOK CM902 SEALANT. • • •••a• ASTRAGAL FRAME AND PANEL CLADDING GLUED WITH TECHNOBOND L560S. i o U • •••• ....�• ..'• •• • + 1 I 1.750 ® ® GES4" X 4" X .130" THK. HINGE - ••s• T • •••• • i i 4 PER LEAF AT 9-3/4" FROM EACH END n • •i•• • Is I + AND 25-1/2' O.C. MAX. -� ,, • • • 1.309 _ 1.509 4.W0 O • • -�•.�' ••• .375 LOCKS. •••••gtEDO •••• • I i • • • II CONVENTIONAL LOCKSET WITH DEAD BOLT AT ACTIVE LEAF LOCK STILE • II •••••• • • •••• • KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR :-o • ii �* PASSAGE LOCK AT 36" FROM BOTTOM, •• G. • •• DEAD BOLT AT 42" FROM BOTTOM 9 •••• • • ASTRAGAL INT. COVER JiINGE OPTION 1 EMTEK CORTINA KEYED ENTRY DOOR LEVERSEi • 13 .13"THK.STEEL OPTION 2 KWIKSET POLO KEYED ENTRY DOOR KNOBSET > I II •• OPTION 3 = BALDWIN KEYED ENTRY DOOR LEVIERSET -d k-.492 .278 HINGE INSTALLATION SCREWS 8$ TO PANEL: (4)®12 X 1-1/4"FH SMS MANUALLY OPERATED SURFACE BOLTS BY 'DELTANA' AT TOP AND TO FRAME: (2)@12 X 3/4"FN SMS BOTTOM OF ACTIVE LEAF. m ALTERNATE IN t,000 IN INNER HOLES (MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING) TOP & BOTTOM RAIL tC (2) t/a"X 2-1/4"FH TAPCON HINGE & LOCK STILE/SIDELTTE STILE OASTRAGAL EXT. COVER IN OUTER HOLES MANUALLY OPERATED CONCEALED FLUSH BOLTS 2830 BY HAGER OR FPG m a 525 WITH 5/8" THROW AT TOP & BOTTOM OF INACTIVE LEAF. >3 p-1 owoo Engr.JAVA AHMAD a p FLA.PE 870582 3$ —� —� PRODUCPREV(BBD CAN.7538 .082 �- .885 as WUhlhaPlorlde 1.820 II II �.--7�- 11.800-�I—� .2852.400� T A �� O Nor ,2pp� pupU� - drawing no. O SILL COVER O etLL FILLca O FRAME SILL B9 Dal 1 W09-29 8083-T5 WOOD WOOD 201L Bh@B1 7 Of$ S'X 5/8°WOOD DOWEL 14 5"X 5/8'WOOD DOWEL a z � � o — • PANEL TOP CORNER < `� �',g�WP CORNER • •a• • • •• °- M *ease: •sea• • • i • i � ��o� • z e • •ecce• cpi • s• 00 INTERMEOIATE CORNER • 5°%5/8°WORD DOWEL see•• • •• •eea• $ p lin 2 14 • 0 •ase• e• • •0. •• s • op • •• • as 00 00000 •••• ea• e %, i O On,JAVAD g IKtOD1J(TRBVI88D FU PE 8.70592 aeoomplY�BaUhduplorMa CAnI 'aonax�coa�+ drawing no. D n ! W09-29 FRAME BOTTOM CORNER PANEL BOTTOM CORNER sheet 8 0(