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WS-16-1468 x .-c3s a 5 3 § 9 Y ,P0 ew° y Miami Shores VillageT 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 Phone: (305)795-2204 �; ea' .812l2t11�£ Expiration: 1112 !2016 Project Address Parcel Number Applicant 1460 NE 101 Street 1132050240050 BAY CONSTRUCTION&DEVEL( Miami Shores, FL Block: Lot: Owner Information Address Phone Cell BAY CONSTRUCTION& 201 S BISCAYNE Boulevard (305)898-7882 -- - ----- - - MIAMI FL 33131- 201 S BISCAYNE Boulevard MIAMI FL 33131- Contractor(s) Phone Cell Phone Valuation: $E4000.00 E]NICNAR CONSTRUCTION LLC (954)696-4575 AMENGUAL ELECTRIC INC (954)410-6364 Total Sq Feet: Type of Work:FRONT DOOR REPLACEMENT Available Inspections: No of Openings:1 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Review Building a Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $0.60 DBPR Fee Invoice# WS-5-16-59950 $2.00 05/26/2016 Credit Card $50.00 $74.60 DCA Fee $2.00 Education Surcharge $0.20 06/02/2016 Credit Card $74.60 $0.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $0.80 Total: $124.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECT i Ll7NIi31 G,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS FIDAVIT: I certify th t al the foregoi g inf atio is accurate and that all work will be done in compliance with all applicable laws regulating constructio and zoning. F e I aut a ove a e contractor to do the work stated. June 02,2016 Autho ' ed Signature:Ow er / Appli nt / Cont ctor / Agent Date Building De ment Copy June 02,2016 1 �® L' Miami Shores Village 0717 71 V MAY 2 6 016 p� Building Department BY.. 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 -} INSPECTION LINE PHONE NUMBER:(305)762-4949 t FBC20 (�(✓ BUILDING Master Permit No. P4:� (Z; -12 - 4 PERMIT APPLICATION Sub Permit No-N (�-I L4 09 ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ft rS-'HOP CONTRACTOR DRAWINGS JOB ADDRESS: / �10� �ha 10 I City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): BAy MA)-S?RVC77 0,0 DL^V Phone#: �5�333�t 2-6 Address: 20 1 BISCA YAdEF BLV D -2065 City: -1I & rtii State: F k-0 f1_14 0 zip: 3 3 13/ Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: N IC lJ42 WA)_STV-VC4'7©.y Phone#: 6'16 �/ S Address: 155/ W657- '5LiuD PiP 2 GlFj--L8• city: Pa M•3 rzo Ile- P/A)us State: F LZ('-1-1 D zip: 3 15OZr Qualifier Name: +107,,6 GLO MAV02 Phone#: State Certification or Registration#: C L7 G 15/.Z.50 + Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: 'r-P1,0 IV•T -000 2- R-r:�,PLbCG-N1 Ek)T Specify color of color thru tile: Submittal Fee$ `GO 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$ 170 (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 estimated4en ing$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien 1will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of com t posted at the job site for the first inspection which occurs seven (7) days offer the building permit is issued. f uch posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Sin ure g g OWNER or AGENT ORThe foregoing in ent was acknowledged before me this The for ing instr owledged before me this 2 day of 20 r.by /2-S day of 20 f4 • ,by • who i ersonally knoll o '41 c---GAo r" who is�ersonally kn�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: r Sign: Sign: Print: =: :i Print: WM Seal: EXPIRES February 07,2017 Seal: ='c 'F MY COMMISSION#EE872W2 leoro1s3 FlprpeNOterySsMoe.oa� EXPIRES February 07,2017 40t�3980183 FbrfCef�Otarpg®Moe.00rn ********************************** ***** ****************************************************************** Cb APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) MIAMI•DADE MIAMI—DADE COUNTY MM PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Streek Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/economy 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 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"Condoor Impact &.011 Outswing Opaque Wood French Door w/wo SideIIiet!LALL . . 0000 0000.. APPROVAL DOCUMENT:Drawing No. W10-11,titled "Out-Swing Wood Pati xecbr(L.IvI.I�i.sheets .• I through 8 of 8, dated 03/11/09, with revision D, dated 09/16/15, prepared byAj•Farooq*Qorporation9,...% signed and sealed by Javad Ahmad,P. E.,bearing the Miami Dade County Produe?ftTitrol Revision stamQ... with the Notice of Acceptance number and expiration date by the Miami-Dade•Co�r y PraSUt•�ontroi • 0000 Section. 000000 .. 0000. . • 66000 MISSILE IMPACT.'RATING:Large and Small Missile Impact Resistant�••••.• • ••.. 0 ...... LABELING: Each unit shall bear a permanent label with the manufacturer's rAAWbr logo, c1ty, state, •. series, and following statement: "Miami-Dade County Product Control Approved", unless other 4s noted 0 . herein. ••0 .0000 • •••• • • RENEWAL of this NOA shall be considered after a renewal application has been filed and&erre hrs been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No.12-0514.22 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0615.04 =i-nanE couNTY Expiration Date: August 25,2020 /o for J�0 Approval Date: October 08,2015 I Pagel F.P.G.Wholesale,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted tinder NOA No.10-0503.03) 2. Drawing No.W10-11,titled"Out-Swing Wood Patio Door(L.M.I.)", sheets 1 through 8 of 83, dated 03/11/09, with revision D, dated 09/16/15, 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.HETI-09 2501, HETI-08-2119A,HETI-08-2119B and HETI-08-2172,dated 11/23/09 and revised on 07/15/10, all signed and sealed by Candido F. Font,P.E. "•' . . .... ...... (Submitted tinder NOA No. 10-003.03) ' ' • ...... .. . ...... C. CALCULATIONS • 1. Anchor verification calculations and structural analysis, co:npying wAb► NBC 516••••' Edition(2014),dated 06/03/15,prepared by Al-Farooq Corpor Aw..signed Z sealed•:• • by Javad Ahmad,P.E. •• •• •• 0099:0 • 2. Glazing complies with ASTM E1300-09 '••••• • . . . . ...... D. QUALITY ASSURANCE ' ' •••••• 1. Miami Dade Department of Regulatory and Economic Resources(RER).••• E. MATERIAL CERTIFICATIONS 1. National Casing data-/specification sheet of National Casing WUP 4379 Adhesive. 2. National Casein data/specification sheet of National Casein 5881 Adhesive. Manuel ere ,P.E. Product Contro miner NOA No.15-0615.04 Expiration Date: August 25,2020 Approval Da te: October O8,2015 E-1 F.P.G.Wholesale,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014), and of no financial interest, dated 05/26/15, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Reports No.HETI.09.2501,HETI-08-2119A, HETI-08-2119B and HETI-08-2172,issued by Hurricane Engineering and Testing, Inc.,dated 11/23/09 and revised on 07/15/10,all signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 10-0503.03) G. OTHERS 1. Notice of Acceptance No. 12-0514.22, issued to F.P.G. Wholesale,Inc. for their Series "Condoor Impact" 8'0" Outswing Opaque Wood French Door w/wo Sidelites - L.M.I.", approved on 07/05/12 and expiring on 08/25/15. . . 0000 . . 0000 0000.. .. 0000 00000. .. . ...... 000..0 0000.. .... .. 0000 . .. 0000. 0000.• .0 0 ,0000 .. 0 0 .. . •0000. .0...0 . 0 0 0000.. 0000.. . . Soo* 0 0000.. Manuel P ez, E. Product Control xa iner NOA No.15-0615.04 Expiration Date: August 25,2020 Approval Date: October 08,2015 E-2 SURFACE BOLT LENGTHS 96' LEAF HT. - 42" LONG j 84' LEAF HL Q 30" LONG O 6„ 80" LEAF HT. = 26" LONG 6' MAX. 5" MAX, Z 3 HEAD/SILL 5" MAX. HEAD/SILL A CONCEALED HEAD/SILL 24' MAX. 22 1/8" D HEAD/SILL r ; 4 FLUSH BOLTS CORNERS D.L.O. D.L. OPG. 4 CORNERS !' � o OJ 0 v t� D \� Y0: 4 0 G 5 \ L \ N pcozo I 5 j co _45 �z \ aI- _ V / H c� 0.6 000 6 \ ^ to \ • �' • ••••• • rn rnCn LL 1 •E • • • ••••• \ 4 / �7 • ••••• \ • Lu • W 0•nd • ••••• 5 �� �_ • J 5 , • 1]► • \ : 0O J � ••••i• ACTIVE ,i . IINACTIVE _ K N • ACTIVE F _ �I ...... c� • tn En \LCONCEALEDZ ° 4 }- d Cn 4 FLUSH BOLTS ;o v 0 36 MAX. 37 3/4" MAX. / ' O 36" MAX. 37 3/4" MAX. ' 37 3 4' MAX. LEAF WIDTH LEAF WIDTH LEAF WIDTH LEAF WIDTH SIDELITE WIDTH 74 1/2" MAX. 150 1/2' MAX. - — FRAME WIDTH ,� FRAME WIDTH DATEp H C O N N OUT—SWING WOOD PATIO DOOR TYPICAL ELE�IATIONS MAY ZO�� o o f2 ig I� APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS Z H Z O WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE SIDE OR BOTH SIDES OF DOOR. i I I i ALL FEDER SEE SHEET 2 FOR DESIGN LOAD CAPACITY. PRODUCT REVISED as complying with dw Flodda I)!1I G U LATI0 NS a `V Building Cado _— - - o o� o � THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 4Contf ij/ rA ` v, cd $ REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY Acceptuon Ido vV — •>HURRICANE ZONE (HVHz). R irtM Date6o SOLID WOOD INSERTS q m o WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER Tay LARGE MISSILE IMPACTLOADS TO THE STRUCTURE. A4ia3 ' ado Prg ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS Engr. AAVAD AHWO r EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. THESE DOORS/SIDELIfES ARE RATED FOR LARGE & SMALL MISSILE IMPACT. CML L SHUTTERS ARE NOT REQUIRED. FLA PE 1 70592 d T ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE CA.N 538 a: NOT PART OF THIS APPROVAL. o A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT. NON-METALLIC AND NON--COMPRESSIBLE. THE APPROVED PRODUCTS NOTED HEREIN ARE EXEMPT FROM PRESERVATIVE TREATMENT PER drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT FLORIDA BUILDING CODE WHICH EXEMPTS WOOD SPECIES LISTED AS 'DURABLE'. S 23 2015 W10-1 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE THE SPECIFIC PRODUCTS HEREIN ARE EXEMPTED WOOD SPECIES BASED ON USDA LISTING AND MUST REQUIREMENTS OF THE FLORIDA BUILDING CODE. HAVE A SPECIFIC GRAVITY EQUAL TO OR HIGHER THAN THE REFERENCED SPECIES. sheet 1 of $ SINGLE LEAF (X) OR DOUBLE LEAF (XX) DOORS LEAF LEAF LEAF STATIpNARY PANEL (0) OR DOORS WITH SIDELITES WIDTH W1 W2 W1W2 Wt �V WIDTH WIDTH WIDTH DESIGN LOAD CAPACITY - PSF �� � � i DESIGN LOAD CAPACITY - PSF � I rl A 1-11/16•THY. 1-11/16• THK. LEAF WIDTH LEAF HEIGHT WOOD PANEL / / \ WIDTH (W) LEAF HEIGHT WOOD PANEL Fi./IN. Fr./IN. EXT. (+) INT. (-) / / \ Fr./IN. Fr./IN. EXT. (+) INT. (-) _ i 2/0 60.0 so.o \ z/o 60.0 60.0 g a. 2/6 8/0 60.0 60.a z 2/6 8/0 60.0 60.0 \\ // \\ O o 0 3/0 60.0 60.0 \ \ / 3/0 60.0 60.0 d !� \ \ / 0 8viu �W1 W2 W1 W1 w2 n M X XX I I � 0ILaQ a O IaL z� ° 3 lL—J WIDTH (W) = W1 + W2 �► .. 2 vi .. •� (FOR DOORS WITH SIDELITES) ""'• " N • • z v ' ••••• f•N T • W up ' DECORATIVE MOLDING O > �:? m �• OPTIONAL • 1-11/16' THK. INSERT • Q —•� • :""; SOLID WOOD OR LAMINATED WOOD 3 U 6D X 1-3/4' LONG jl o BRAD NAILS F- d Q 1" FROM ENDS 0 lt.r-, m 0 do 3" O.C. MAX. m $ upW � a �. . o 15 fJ W C ~NvIL SL -c it ¢ Z 7- Of Of v ca m v 0 GLAZING DETAIL BRAD NAILS TO COMPLY WITH ASTM F 1667-13 Engn JAVAD AHMAD .n CIVIL FLA. PE f 70592 C.A.N. 38 a PRODUCT REVISED as complying With tho Ktodda ,,rr-��/ � DuildfngCodc ... 6�5.04- AcceptanceNo drawing no. I; hallo Dato ZGf2t7 3 241. W10--11 OWN 11�)nlp o u190) sheet 2 of 8 ' I a LEAF WIDTHLEAF WIDTH LEAF WIDTH LEAF WIDTH LEAF WIDTH LEAF WIDTH ! LEAF WIDTH LEAF WIDTH LEAF WIDTH LEAF WIDTH Z � J NI a_ S2 w a of Li oQ 04aC .O N Qw 09 .� • W �. •• •N • •••• X .$ • • J al •• .....• • • O :••.i Z O s�. • li iO , ir fn 2 r U C ° i w I L z z z LEAF PATTERNS AS SHOWN ABOVE OR SIMILAR WITH VARIOUS FINISHES a�o AND DECORATIVE MOULDINGS GLAZED WITH SOLID WOOD INSERTS ° o ARE ALSO ALLOWED. N a o o .mOamvo MINIMUM DIMENSIONS: TOP AND BOTTOM RAILS.........................5-1/2" o LOCK AND HINGE STILES........................5--1/2" Engr: JAVAD AHWD 1 INTERMEDIATE STILES...............................5-1/2n CIVIL Uu JL FLA. PE t 70592 a I PRODUCT REVISED CAN 538 R2 complying with the Florida t 131111ding Codo a v u AccoptlulcoAi tionDute �z 'O drawi;_:o. BY W 1 it�izuni ad,I'ro uct G 11t sheet 3 of 8 POLYURETHANE TYPICAL ANCHORS TYPICAL ANCHOR BOLT SUPPORT AT HEAD/SILL ALUM STRIKE PLATE SEE ELEV. GLUE 1BY SEE ELEV. METAL TYPICAL ANCHORS ALUM STRAP BRACKET EMBEDED IN WOOD FOR SPACING WOOD BUCK FOR SPACING STRUCTURE SEE ELEV. I FASTENED WITH FOR SPACING Z o (2) # X 1-1/4" SMS ° • j ° EDGE DIST. 0 2BY WOOD BUCK to 4 ° OR E DIST. r EDGE DIST.' \ WOOD CTURE EDGE DIST. H 2i, °�4 .4 ° 'O• a Q•y .i• �;. YID Q m I /y A u ® z O? 13 aGC�M o MIAMI-DADE COUNTY APPROVED ® 0.Q a \ / MULLION & MULLION ANCHORS I) O h K SEE SEPARATE NOA �t u} .0 N i / EDGE DIST. 0 ?� I a •.;• TYPI L ANCHORS to �-.., � Z 7 SEE ELEV. #8 X 2" FH SMS I ..! t3 j FOR PACING AT 3-1/2" FROM MDS wZIE • �• AND 15" O.C. MAX. w TYPICAL11 ANCHORS SEE ELEV. • •• FOR SPACING ' •• •..• • �• WOOD BUCKS AND METAL STRUCTURE NOT BY F.P.G. d •• .� • MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. N o .0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING •" • ••:••• 4 1/4" DIA. ULTRACON BY 'ELCO'_ (Fu-177 KSI, Fy=155 KSI) ¢ LO '• ••... OINTO 2BY WOOD BUCKS OR WOOD STRUCTURES d T a , ••� , 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) p 3 • Ld THRU 1 BY BUCKS INTO CONC. OR MASONRY z o ••••• SURFACE B LTS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) o a SEE SHEET 1 0 U 0 0 i, ° 1-1/4" MIN. EMBED INTO °CONC. OR MASONRY (JAMBS) N 6 o 0 0 DIRECTLY INTO CONC. OR MASONRY �+ P4 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) O � W NWN 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) W r W #14 S OR SELF DRILLING SCREWS (GRADE 2 CRS) z - •i t INTO MIAMI-QADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") E30 I INTO METAL STRUCTURES 13 2 0 0 c STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) 0 a ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) ° o o w t ° STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 0 #8 X 2 FH SMS ( I AT .3-1/2' FROM ENDS la i AND 15" D.C. MAX. TYPICAL EDGE DISTANCE 3 INTO CONCRETE AND MASONRY = 1" MIN. z ? INTO WOOD STRUCTURE = 3/4" MIN. mNod INTO METAL STRUCTURE = 1/2" MIN. ooig 1!-02 WOOD AT HEAD OR JAMBS SG. « 0.55 MIN. °c< 00 " o to CONCRETE CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. 13 C-90 NORMAL WEIGHT HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. 1 PRODUCT'REVISBD _a 5 as complying" thomorlde Engr. JACK MAD I /: I T3ulldtng Codc ... / FLA. PE 70592Ig r\i s Acceptance No G-04 CAN.P538 • inti Date TYPICId ANCHARRS� C ° a e - '• ve. a : c °: w$y ° .a.° v 5EE ELEV. ° POLYURETHANE °', •° ° e a I TYPtCAt ANC`�ib o Product it q ��►� drawing no. FOR SPACING GLUE SEE ELEV. S' ' `� 2. EDGE OIST. EDGE DIST I FOR SPACING W10-1 DOOR UNITS SIDELITE UNITS sheet 4 of 8 8X2" U T O 6D X 1-3/4' LONG BRAWOOD SCREWS IN PAIRS •- D NAILS (10) AT EACH END j AT 12" O.C. MAX. AT 3/8" FROM ENDS INACTIVE LEAF ACTIVE kF AND 2" O.C. MAX. Z ti 6 0 O U ILL TYPICAL ANCHORS .• ° FOR SPACSEEE NG 0 0 a A 0 .�o• ' 8 2 w ��� 6 a z 2 sx2" o 5m ,: ° : .` 13 10 Fli WOOD SCREWS J z 5 1/2' MIN, AT 15-3/4' FROM ENDS WSEf WIDTH 'Q W {' AND 8" O.C. MAX. Q a LEAF WIDTH EXTERIOR ..' LEAF WIDTH -•� • I• ... • 1/4' W. FRAME WIDTH 0 a ••• •• SHIM pr ••. •••• i C? '" to .•�. • 1L • WOOD BUCK 1 O O K!s }- M °wo� •••• • ' ACTIVE LEAF INACTIVE LEAF 0 4 :• •••• - [� z Os11 • •••• • w 9 U �w ; • • '• I/1 �d -v 0. ..V O li h .A-i. TYPICAL ANCHORS SEE ELEV. FOR SPACING '; 8 3 0 mw9W l+l - -•� ' •I a 3 `� 1 D y� a , • Y 55?� ., . �� 13 5 T/2' MIN. WOOD DOWELS 5 1/2" MIN. INSET WIDTH m INSET WIDTH SEE SHEET 8 FOR LOCATION LEAF WIDTH EXTERIOR la! ui t LEAF WIDTH > IU o 0 0 la' m �+10101 Ile MAX. FRAME WIDTH SHIM Engrs JAVAD MWO " t 0 CML PRODUCPRBV1S13D SCAN. �8 92 a3 complying with tho Florida !_ Building Codo ���►►-+ Acceptance-1-10 :�7. Expin►tlot Dato �Gt�G1 drawing no. �. 245 ryaml 0 I'ro act Con (;�' �.• sheet� of 8 I a 3 � w I n Q. � � U Jv 08 TYPICAL ANCHORS C OSEE ELEV. V2O FOR SPACING " 0 Ix Ix¢a C§ O 3-1/2" X 1/8 ALUM PLATE . 1/4- X 2-1/4" ITW TAPCONS / FULL LEN TH(8063 T52) 0 N #8 X 2- FH SMS AT 3" FROM ENDS a w f o 1 AT 5-3/4- FROM ENDS AND i 2" O.C. MAX i 1 #8 X 3/4" FH SMS IN PAIRS 4` Z 0 AND 14-1/4" O.C. MAX AT i" FROM ENDS & 10-1/2" O.C. Q (3 � p- Ld .� • • - - 15 - • .• N • • • \ .. •••• . m •n m / - - - - \ / - L • •••• uj r' / ! l ! rr • dt M • C4o u�q Q M•to • O3 o «-� �a•"• • .... . a 2 2 EXTERIOR 2 _ C> a • POLYURETHANE 3 U LL o • GLUE 5 1/2" MIN. 5 1/2" MIN. 5 1/2" MIN. ° ° C'�07n. Q o) Q LEAF WIDTH LEAF WIDTH 0 h 1/4' MAX. FRAME WIDTH SHIM SILICONE DOW CORNING 795 U � �i Y TYPICAL ANCHORS v SEE ELEVPAC. FOR SING o (moi► 0 a ocz � rc 0 W N O_ W c o 0 0 L C< m 0 0 METALO STRUCTURE Engr. JAVAD AHMAD 11 o / CML FLA. PE 70592 0 n CAN, 38 5, a PRODUCT REVISM $ v m complying with a Florida 1/4" MAX Building Code .. 00p c SHIM AccepianceNo �.�• `� Z� drawing no. iratlon Date 1N10-11 lay Iv1i ade Product 0 trot sheet 6 of 8 c� 5.250 �3.925� ITEM j PART REQD. DESCRIPTION MATERIAL MANF./SIIPPLiER/REMARKSQ L 1 - 3/ DOOR FRAME H WOOD - o .650 \ 2 - AS REQD. TOP & BOTTOM RAIL/HINGE & LOCK STILE/SIDELITE STILE WOOD co- 1.250 3 3M 1.750 3 - AS REQD. ALTERNATE TOP & BOTTOM RAIL/HINGE & LOCK STILE/SIDE'JTE STILE WOOD Q z _ 492 4 _ 1 51LL COVER ALUMINUM Fes-3.140-1 �-5.500 5 - 1 SILL FILLER WOOD - IL O 6 - 1 FRAME SILL WOOD Q O FRAME HEAD/JAMB t2 INTERMEDIATE STILE _ WOOD - a 7 AS REQD. GLAZING BEAD Q u. ASTRAGAL PLYWOOD AB MARINE GRADE 13 PLY C b 1.7501 -�} 1,181 _ - WOOD - v M I 9 1 ASTRAGAL INTERIOR COVER 0 10 - ASTRAGAL EXTERIOR COVER WOOD O a Q a g / % 12 - AS REQD. INTERMEDIATE STILE WOOD - al a / 1.6193 13 S44 4/ LEAF HINGE STEEL OR ST/ST DELTANA -0 Y� 14 X10 X 3" 3/ CORNER FRAME ASSEMBLY SCREWS FLAT HEAD 4 z i3 819 15 QEBD650 AS REQD. FRAME WEATHERSTRIPPING Q-LON PVC SCHLEGEL 47 Q 5.500 / O WOOD OPTIONS GLAZING BEAD 1- SOUTHERN CHERRY �• / 2- ANDEAN WALNUT d • 3- TROPICAL WALNUT $y, • • t " ••• •• -�{1.000 r 4- WHITE OAK ... f .'; . I 6- YESQUERO . • ... .. 40 ••• cv SPECIFIC GRAVITY = 0.50 MIN. (E=1,400,000) � ��• •� GRADE = 2 MIN. 2 •�• o • • • I I MOISTURE CONTENT = 12% MAX. _ •• •... �i b-.492 2.500 �• 4 j to •: ••:. ' • 4t M • O TOP & BOTTOM RAIL 0 } M HINGE & LOCK STILE/SIDELITE STILE SEALANT 03 <ox �� •��� • FRAME & PANEL CORNERS SEALED WITH NATIONAL CASEIN WUP 4379 ADHESIVE. Y? o1►, '••• 4.000 ' r ••• 1.750- 0 ASTRAGAL � 0 �{ 1.750 e I 1 e HINGES: 4" X 4" X .130" THK. HINGE i 4 PER LEAF AT 9-3/4" FROM EACH END 0 AND 25-1/2" O.C. MAX. 1.3094000 i 4.000 LOCKS: 5.500 I I CONVENTIONAL LOCKSET WITH DEAD BOLT AT ACTIVE LEAF LOCK STILE .375-d }�- 1 1 •' L.250 KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIORI � 1 t � PASSAGE LOCK AT 36" FROM BOTTOM, o R iEi!-: W / 9 1 1 DEAD BOLT AT 42" FROM BOTTOM a m Ig i O ASTRAGAL INT. COVER OPTION 1 = EMTEK CORTINA KEYED ENTRY DOOR LEVERSET U i HI NGE OPTION 2 = KWIKSET POLO KEYED ENTRY DOOR KNOBSET °' 2 z 13 .13' THK. STEEL OPTION 3 = BALDWIN KEYED ENTRY DOOR LEVERSET 492 276 HINGE INSTALLATION SCREWS MANUALLY OPERATED SURFACE BOLTS BY 'DELTANA' AT TOP AND o To PANEL: (4) #12 X 1-1/4' FH SMS c TO FRAME., (2) #12 X 3/4" FH SMS BOTTOM OF ACTIVE LEAF. 2 o is n OALTERNATE IN INNER HOLES (MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING) o TOP & BOTTOM RAIL (2) 1/4" X 2-1/4" FH TAPCON MANUALLY OPERATED CONCEALED FLUSH BOLTS 283D BY HAGER OR FPG HINGE & LOCK STILE/SIDELITE STILE 1a ASTRAGAL EXT. COVER IN OUTER HOLES WITH 5/8" THROW AT TOP & BOTTOM OF INACTIVE LEAF. g 4.625 I:ngr. JAVAO AHMAD I a o CIVIL I eo }4-1.600 FLA. PE 70592 —b 1 PRODUCT REVISED C.A.N. 538 [:9- iio1.820 s00 685 na complying wall the Florida.062 v $ � Building Code ,,. " ` -295-FI� Accepteacet�lo `j) �� 'tQ1) rw;l ing no. i— M-1.600-� 2.400—� Gz irationDaw 200 0-11 O SILL COVER O SILL FILLER O FRAME SILL 13 6063-T5 WOOD WOOD wi adaPmductCamra sheet 7 of 8 I a / 5" X 5/8° WOOD DOWEL R Q (L N m �� Lw47 14 %-, J C 0 5" X 5/8' WOOD DOWEL - ' t a C J 0t d Q J p IL Q N - J -� • • N •• ••...s .00 .• N O 6 � •.•• • s 00 • *000 • ,PANETOP CORNER � � L • FRAME TOP CORNER •• M O Ld¢ M•m • • �3 Q• •• ..... 3 � �& • INTERMEDIATE CORNER 3 0 �'in ° U) 60 ? ti 0 a 5" X 5/8" WOOD DOWEL O - 1 14 N l V i 0 19 / elLl' ' -- - -- 0 O no got d c L. C Q m U D PRODU 11EVISUID 4 as comp ing lull the P10ddAEngr. JAVAD AHMAD 6 a Buitdin Cordo .. V CML M \ Accep ca No .V FLA PE 70592 o M RIXiratl tt Dat¢ CAN. C ' Lill ` 0 V I'Alant ade Product Cont s � drowing no. 1/2' X 4-1/2- WOOD DOWELS AT SOUD/LAMINATED WOOD INSERT W10-1 1 FRAME BOTTOM CORNER IN FOUR SETS AT 9' FROM TOP AND BOTTOM AND 26" O.C. PANEL BOTTOM CORNER sheet -8--of--B-ll (3 DOWEL PER SET AT 2" O.C.)