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REV-16-1463 ��L ,fid O� ��� �� �� � I, �� W • \��' Miami Shores Village `- -_- \� �,� j Building Department MAY 2j62016 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 20 BUILDING Master PermitL�-� 5 -z ? PERMIT APPLICATION Sub Permit No R,l �— Lj BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION f-]RENEWAL ❑PLUMBING ❑ MECHANICAL E]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION E-1 SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1 wyn FL �2j , 3y City: Miami Shores County Miami Dade zip: Folio/Parcel#:1I^3206 ®/y 4 ® Is the Building Historically Designated:Yes NO Occupancy Type:RedP.Load: Construction Type: Flood Zone: BFE: FFE: 7 OWNER:Name(Fee Simple Titleholder): ek ` L —Phone -72?6 Address: S 15 - A)L, S a 4 1 City: 1 I a'e State: L Zip: 3313 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: \[(�•r (� l�� p�(' Phone#:3OS- 5R ,S-2.30 8'• Address:. q VV 3 3 City: s Ba P State: �1-- Zip: 3301 - Qualifier Name: 0. c 211. r I\>1 Phone#: S26—-7307 State Certification or Registration#: Z Ce/rt�ificate of C mpetenry#: DESIGNER:Architect/Engineer: Q r CTvY� •P Phone#:93N- `�1��(�'�3&'- Address: � Address: 2 2 1 00 Clty:� State: �� Zip: Value of Work for this Permit:$ '1, 5® Square/Linear Footage of Work:_ Type of Work: ❑ Additi ❑ Alteration ❑ Ne 2Repair/R lace ❑ Demolition Description of Work: rMin Specify /or of color thru tile: Submittal Fee$ Permit Fee$ 3� CCF$ Co/CC$ Scanning Fee$_ - CA) Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double!Fee$ Structural Reviews$ Bond$ (Revised02/24/2014) TOTAL FEE NOW Dt E$ 4 Q 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 estimated value exceeding$7500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencemen ust be posted at the job site for the first inspection which occurs seven (7) days after the building perms 's issued. In the sence f such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foreg in nstrument was acknowle ged before me this n LL day of ,20 1 A4 by ay of 020 �� by who is pers own to �{t�[(�,��s who is perso ally nown to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: tl � '�7 Sign:— Print: NNFHAL Print: 0 •��� Y P ��i Seal: i, �B`'�: Notary Public-State of Florida p�� °�% Notary Public-State of Florida r My Comm.Expires Dec 19,2018 Seal: Commission#FF 152862 ��*®' My Comm,Expires Dec 19,2018 ps,•• Commission#FF 152862 Bonded 1Itlo1�l1 Bonded National Notary AS$n. �kYe�ki�k�k�k�le '+k& 91ae Ar, �N�� Nrik 4&+ qu�yeye,�r�N�kNr +kik �k&8e�k�kHr�k�&�k�k�k�k&*�N�Ie�k�kM��ki+M�k�k�k�kM��k�F�UKe+k�i�k9tN��k&�k�Ntl�+k4e�k�k�k�kBeNttlt+&+I��k�h�le�le�k&�k�k�kM�sF APPROVED BY J Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) r ai - J WIND LOAD ANALYSIS MAY 2 COMPONENTS AND CLADDING BLDG.: LENGTH-sa� WIDTH-5 P HEIGHT-i T(SEE SKETCH BELOW) BASIC WIND SPEED®175 MPH WIND STANDARD:ASCE 7-10,FBC 2014 STH EDITION EXPOSURE:NON COASTAL FmVISION BLDG.>60 FT. BLDG.<60 FT. >' -� BASIC WIND SPEED V: 175 MPH IMPORTANCEFACTOR 1 :NA EXPOSURE CATEGORY :C RISK CATEGORY :2 MEAN ROOF ELEVATION H:15 FT. TRIBUTARY*LOAD AREA A :10 F77 j ELEVATION OF OPENING =IS FT. Kb - 0.85 (TABLE 6.3,PAGE 79) KA- 0.85 (TABLE 6-3,PAGE 79) Kd= 0.85 (TABLE 6-3,PAGE 80) Kzt- 1.00 (TOPOGRAPHIC FACTOR•F10URE 26.8-1,PG.252) VELOCITY PRESSURE Qh-.00256 Kh Kzt Kd V'=$6.57 PSF VELOCITY PRESSURE Qz-.00256 Kb Kzt Kd V'-56.57 PSF GCp COEFFICIENTS(FIGURE 30.6.1,PG.348) ZONE 4-+1.00-1.10 ZONE 5=+1.00-1.40 CITY GCpi COEFFICIENTS-+ .18- .18 (TABLE 26.11-1,P258) DESIGN PRESSURE P-Qb(GCp-GCpi)x.6(AS PER FBC 1609.1 S) • • DESIGN PRESSURE P=Qz(GCp•GCpi)X.6(AS PER FBC 16D9.1.5) •• •••• • ZONE 4-+40.1 PSF/-43.4 PSP •• • •• ZONE 5-+40.1 PSF 1.53.6 PSF ••i••• •• • •••••• • • •••••• • • • • • • •••••• ••• • JULI61 robNZALE'L,P.E. • c cxEDBV: "°ssD PROJECT INFO: CLIENT:DPAW /y 10281'16 AT ISSUE DATE: LOPEZ RESIDENCE AN ISSUE .. 575 NE 95TH ST. CHOR iMPACI o s 1 a N S'TA'FF Off'F.LATtIDA SHEET 0 ,/� t MIAMI SHORES,FLORIDA .plll'Y Y.f.MITOMp IYO NO..372115 WL V ` 728Z BIRD ROAD .T.�000 r..4 MIAMI.FL 33156 10i"sii"ei euai i MIAMI-M ,S A4�, - ADE COUNTY,FI.oR1DA PRODUCT CONTROL SECTION DEPARTMENT OF REGULAT A MIC SOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(78t)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) nom RC Home Showcase,Inc. 2970 NW 7511 Avenue Miami.,FL 33122 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 Mi4mi 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 Hun-icane Zone. DESCRIPTION: erlesAluminum Outswing E-nTrance Door w wo ransom and SidWes- APPROVAL DOCUMENT: Drawing No. W04-37,titled"Series RD45 Alum.Entrance Door(L.M.L)", sheets 1 through 10 of 10, dated 05/09/04 with revision "d" dated 04/18/16, 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, series, and following statement: "Miami-Dade County Product Control Approved", unless otbbf*4 noted herein. • •• ••• • RENEWAL of this NOA shall be considered after a renewal application has be 0 0 0 and 6W Its been...:. no change in the applicable building code negatively affecting the performance of4i4opwduct. • TERMINATION of this NOA will occur after the expiration date or if there has6158dti a.revis=ara o3 chango••••• in the materials,use,and/or manufacture of the product or process.Misuse of this�A as an ondorscment•;••• of any product,for sales, advertising or any other purposes shall automatically te%rmlLOte this 30QA.failurg..... to comply with any section of this NOA shall be cause for termination and removaJ pfiQA. 0 . ADVERTISEMENT: The NOA number preceded by the words Miami D;de*Ceunty,:VJq 4;a, and-'..' followed by the expiration date may be displayed in advertising literature. If 4y pdrtion of the NOA i$....: displayed,then it shall be done in its entirety. 0.0• • INSPECTION: A copy of this entire NOA shall be provided to the user the manufacturer or its distributors and shall be available for inspection at the job site at the request of thb Building Oficial. This NOA revises NOA No. 13-1112.06 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 Jorge M.Plasencia,P.E. NOA No. 15-1007.02 MIAMIDADQ COUNTY Ex it tion Date: August 19,2019 ��2ellb Approval Date: Apr1128,2016 Page 1 RC home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB TTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 04-0608.03 and 08-0613.0 2. Drawing No. W04-37, titled "Series RD45 Alum. Entrance Door (L.M.I.)", sheets 1 through 10 of 10, dated 05/09/04 with revision "J" dated 04/18/16, 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,TASI 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory,Inc.,Test Repots No.'s: 1. FTL-5390, dated 02/18/08, signed and sealed by Carlos S. Rionda, P. E. (Submitted under NOA No. 08-0613.07); 2. FTL-4154, dated 03/24/04, FTL-4155, dated 03/30/04 and FTL-4166, dated 03/31/04,all signed and sealed by Edmundo Largaespada,P. E. (Submitted under NOA No. 04-0608.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), prepared by Al Farooq Corporation, dated 09/25/15 revised on 04/18/16, signed and sealed by Javad Ahmad,P. E. 2. Glazing complies with ASTM E1300-04/09 •••• 0 0000 0000:0 . . • D. QUALITY ASSURANCE ••• • 0000.. .. . 0000.. 1. Miami-Dade Department of Regulatory and Economic ResoovaWR). • 000000 0000 .. E. MATERIAL CERTIFICATIONS 0000 ••• ••6 6• 11 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray'An%%Hea, Incl:fc they•6• 0000 0000. "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring 0612411/16. 6 . . 000000 0000.. . . .0060. 06 0 0000 06 0 Jorge M.Plasencla,P.E. rod et Control Unit Supervisor NOA No.15-1007.02 Expiration Date: August 19,2019 Ap royal Date: Apr1128,2016 E-1 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE EMM TTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5" Edition (2014) and no financial interests, issued by Al-Farooq Corporation, dated 09/21/15, signed and sealed by Javad Ahmad,P.E. 2. Name changed to RC HOME SHOWCASE, INC. as registered in the Florida Department of State,Division of Corporation,documents dated 10/11/13. (Submitted under NOA No.13-1112.06) 3. Asset purchase agreement dated 10/01/13, signed by Mr. Manuel A. Kronfle- Kozhaya, Mr. Henry F. Kronfle-Kozhaya,Mr.Raul Casares,Mr. Eusebio Paredes and Ms.Nancy Vias. (Submitted under NOA No. I3-1112.06) 4. Statement letter of complying with the Sales of Assets issued by RC Aluminum Industries,Inc.,dated 10/30/2013,signed by Raul Casares;President. (Submitted under previous NOA No. 13-1112.06) 5. Laboratory compliance letters prepared by Fenestration Testing Laboratory, Inc., for following Test Reports No.'s: I. FTL-5390, dated 02/18/08, signed and sealed by Carlos S. Rionda, P. E. (Submitted under NOA No. 08--0613.07); R. FTL-4154, dated 03/24/04, FTL-4155, dated 03/30/04 and FTL-4166, dated 03/31/04,all signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 04-0608.03) 6. Proposals issued by Product Control: I. No.07-2426,dated 05/08/07,signed by Ishaq Chanda,P.E. (Submitted tinder NOA No. 08-0613.07) II. Dated 07/18/06,signed by Jaime D. Gascon,P.E. (Submitted under NOA No. 08-0613.07). III. Dated 12/03/03,signed by Jaime D. Gascon,P. E. •••• (Submitted under)VOA No. 04-0608.03) "'• ••• • G. OTHERS i •••�•• •• •••••• 000000 . .0 . 000.. 1. Notice of Acceptance No. 13-1112.06, issued to R.C. Alut*lam JndusVivs,Inc. Ar • their Series "RD45 Outswing Aluminum Entrance Door"NOt wo ttantbm arid:". sidelites-L.M.I.",approved on 12/26/13 and expiring on 087N/194. •„:•, ,,,,,• . . ....... • . • . 0000.. 0000. . . 0000.. .. . Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.15-1007.02 Expiration Date: August 19,2019 A provai Date: April 28,2016 E-2 •• HEAD/SILL ANCHORS AT MILE ENDS AT 2-1/2'O.C. IIS�� iii- U;(6)FOR INSTALLATIONS WTOtY 1 (3)FOR INSTALLATIONS INTO METAL STRUCILIRES •�39 3/8"MAX. 75 3/8"MAX. ZFRAME WIDTH FRAME WIDTH 0 4 1/2"MAX. 4 1/2"MAX. a CQ�R A H RNE S �D 3 11 LOOKS \ SEE SHEET 4 NO p _ ioo 7] II I Yx tl FOR DESCRIPTION n c \ SEE SHEETX4 ; FOR-\ n o DESCRIPTION =F we L-JA1 V % MI N to GLASS D.L.O. DIMS. ACIIVE i �( INACTNE ACENE — 4131 n D.L.O. HEIGHT FRAME HEIGHT- 14.5625" O D.L.O. WIDTH (X 1 DOORS) FRAME WIDTH - 13.625' S'n•- D.L.O. WIDTH (XX DOORS) s (FRAME WIDTH - 24.0')/2 g �Q SURFACE APPUIiD g --- SURFACE APPLIED 7 FALSE MU"s mp FALSE MUNDNs MAY BE USED iv MAY BE USED m t=om I 25 11/16' 23 11/18" \�& CPG. D.L.OPG. SERIES RDA LEAF 72•MAX. ALUMINUM OUTSRTNG ENTRANCE DOOR DOOR OPNG,WIDTH SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOM SEE ABOVE `o SINGLE 0/X)AND DOUBLE (O/XX) LEAF DOORS WITH TRANSOMS SEE SHEET 2. (XX) c SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. Efl MAXIMUM DESIGN LOAD RATING =+ 80.0 PSF LOWER VALUES FROM SIDELTTE CAPACITY CHART OR DOOR CAPACITY WILL ) - 80.0 PSF APPLY TO ENTIRE SYSTEM. (FOR SIZES SHOWN ASDVE OR SMALLER THIS PRODUCT �AND TESTED TO+COMPLY WIIH THE --- - ----_ EGRESS REQUIREMENTS-TO-BE.REVIEWED BY • REQUIREMENTS OF THE 2014 (5TH COITION) FLORIDR BUILSIIIG OODE• • • •• Bim•OFflCV+I. THESE DOORS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. 3 • • • • • • • • SHUTTERS ARE NOT REQUIRED. e $ INCLUDING HIGH VELOCITY HURPoCANE ZONE (H1HZ). WOOD BUCKS BY OTHERS,MUST BE ANCHORED WERLY•TC TSANSSER• • ••• • c LOADS TO THE STRUCTURE. • • • • • • • • • 11 11 111 ANCHORS SHALL BE AS LISTED,SPACED As sliM DAMS ATMORS • • •• `���.: �9///, �!! Q EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. `'�;•'�}OF.NSF•••,•• ��� � i ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE PRODUCT REVISED NOT PART OF THIS APPROVAL. aeoom 1ying wfth the Florida •(p $ • 000 • 000 • • OaMiding Coll. A LIVID DURATION INCREASE IS USED IN Dj16IGJh OF ANCHORS MTQ MOOD 011LY. • • • • NOTE: NDA-No. 15-1007.02 •* ALL SHIMS TO BE HIGH IMPACT, NON-META4�D ION-CQMP�9LE•• • ••• • • GLASS CAPACITIES ON THIS SHEET ARE •: Expiration Date 0811912019 OF '• drawing no. MATERIALS INCLUDING BUT NOT EMOTED TO STEN./ME111T.•SCREw�,T�,7 • • • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) •�QV: 9 COME INTO CONTACT WITH OTHER INSS, &ATEPoALS sIall MEAT THE • ••• • AND FLORIDA BUILDING COMMISSION sy '�� p•' ®.` REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE. DECLARATORY STATEMENT DCA05-DEC-219 mi - e Product control �� � W04-37 r 111 1 tti sheet 1 of 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • •• •• ••• • • ••• • • . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . . ... . . . . ... 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H. IV, i-190188 7J1-8101A 8-HSOtB ,9/1:69 .B/f££ &LLL s91•{fl %UA S"M 80o0 HUMM 3wVHd HlaVA Mm snoSNVHS H.LIB SHOoa BON um,mffnoa No MOMS n •! xvrt,9/£94 xm,9/£6£ d8d-ILLI00d90 001 NDISHa DESIGN TOAD CAPACITY-PSF HEAD/SILL ANCHORS AT SOLE ENDS v . SmsLr ItsAT 2-1/2'O.C. (6)FOR INSTALLATIONS INTO WOODJCONC. GLASS TYPE (3)FOR INSTALLATIONS INTO METAL STRUCTURES SMELCE WIDTH FRAME HEIGHT a' & .H• Z m / INCHES INCHES tXr.(+)/wL(-) SIDl9JTE WIDTH wOc. SroIZITE WIDTH Max 3/8'M SroEUTE WIDTH Max. 38-1J4 80.0 SEE CHART AT LEFT SEE CHART AT LEFT FRAME WIDTH SEE CHART AT LEFT °+ 2 1/4'MAX. 2 1/4'MAX. ' 38-5/8 81-8/8 75.1 HEAD/SILL 2 1/2 HEAD/SILT" 2 1/2' u 41-1/4 70.3 CORNERS CORNERS LLL"' 43-1/4 67.1 ,2 1/2• 2 1/2- 36-1/4 /2'36-1/4 BOA �. 38-5/8 85-5/8 75.1 - 41-1/4 70.3 ♦1 , `` '��.. ��`♦ QQ 36-1/4 91-5/8 BOA _ C 36-1/4 97-5/8 80.0It 11 II II ` I I ' 1,� (• • it II / i I \ +� L 32 11/6' E ii M 1IY i i \ �t �t / N• ii / \ � � 1 1Y==== m= U \ / v 0 IS 11 C, m £z r� l i u n I I 0 m^ tl Ij It \ I I =in 11 I I - INACTIVE I 1 ACTIVE r-) N {' Q SURFACE APPLIED FALSE MUNONS MAY BE USED l0 25 11/16' 25 11/16' D.L.OFC. D.L OPG. DL OFC. D.L.OPG. O.L OPG. pp11 g$g . 72'MAX. G 12&H DOOR OPNG.WIDTH r�i (0) (OXXO) m GLASS D.LO. DIMS. (SIDEUTEI - "'2.o - ..- .►a �BflD:M�GtTT AEIGHT-3.375' - - — - o y 't •DiL•b.tDT01 ;sl LO WIDTH - 6.0' 0-- .` ........... �� PRODUCT REVISED F �: NOTE: as comp!�ing with the Florida Ali • •.• • •.• • . FOR DOORS CAPACITY SEE SHEET 1 9altdln9 Cotle - 0.70592u _ 75-7007.02 y'i NOA-No. . • • • • • • • • • (MAX. DOOR FRAME WIDTH a 75-3/8" �= S • • • • • • • • • MAX. DOOR FRAME HEIGHT = 97-5/81 Expiration Oats 09/29 •• • • •• • • 91907•• • • FOR S{DELITE CAPACfTIES SEE CHART ABOVE. r ArE OF drowtng no. .•• :. ••• ••. 0.0 ••• LOWER VALUES FROM DOORS OR SIDELIfE Bq . ,!�oR10p.•° 0�♦� X04_3/ CHART WILL APPLY TO ENTIRE SYSTEM. rfilam-9taao Product ontro / S9 ��rl�In�Nt`� ` 6h66t 3 of10 • • • • • • • • • • • •• 00 • 0 • •• •• 5/32•TEMP.CLASS 1/8'HEAT STREN'D.GLASS 1/4"AIR SPACE P I 090"IntetPayer 1/8"HEAT SHREWD.GLASS d Kuroray Butacite PJ8 y By'Kamray America,Inc.' 090"InleNayer Kuraray Butacite PVB 1/8'HEAT STREN'D.GLASS By Kumray Amerim,Inc.' SILICONE Eu 1/8°HEAT STREN'D.CLASS Q z m DOW CORNING 795 m i7 DOW CORNING 995 � SILICON C DOW CORNING 795 C ,y DOW CORNING 995 aF$p ( \ E9 ( ES /GLAZING DETAIL AT 2 DOOR LEAF M4 $, 2! g M4 - cWi d1 47, LOCK OPTIONS SINGLE DOORS: LACK OPTIONS DOUSES DOORS: 1 I IfI I p Q t y OPTIONii ORMN al• AcmE LEAF: g \ w \ GLAZING DETAIL AT 3 POINT LOCK SYSTEM BY•AMESBURY' 3 POINT LOCK SYSTEM BY'AMESBURY _ / 15 / SIDELITE Q Z wiTH SURFACE MOUNT HANDLE AT 36"FROM BOTTOM WITH SURFACE MOUNT HANDLE AT 36'FROM BOTTOM OE _U) AND DEAD BOLT LOCKSET AT 32"FROM BDTTOM AND DEAD BOLT LOCKSET AT 32'FROM BOTTOM GLOSS TYPE 'A' E" KEY OPERATED ON EXTERIOR AND THUMB TURN ON KEY OPERATED ON EXTERIOR AND THUMB TURN ON P.K co INTERIOR. INTERIOR. �n NAS LEAF GLAZING OPTfON3 C� 2 POINT LOCK SYSTEM BY'AMESBURY S1400T BOLTS ENGAGING SIMULTANEOUSLY AT HEAD&SILL SURFACE MOUNT ACTUATING HANDLE AT 36'FROM BOTTOM OPTION A2: o OPnO s AC71yE LFAF: j X 3 POINT LOCK SYSTEM DY'HOPPE' 3 POINT LOCK SYSTEM BY'KOPPE' g WrrH SURFACE MOUNT HANDLE AT 36",FROM BOTTOM WITH SURFACE MOUNT HANDLE AT 36'FROM BOTTOM AND DEAD BOLT LOCKSET AT 32-1/2' FROM BOTTOM AND DEAD BOLT LOCKSEr AT 32-1/2'FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON KEY OPERATED ON DMtOR AND THUMB TURN ON INTERIOR. INTERIOR - -- -- --- - - - •• • r-r—r �-• � —5-r • • • • e �0�g�if •• •R FWINTe1.001<swrEI►OY•'HOPIW • •SHOOT IND1.T•ENSACING MULTANBBUSLY AT HFAD&SILL •• • 4SURF/•W MOUNT'ACTOMNO HONE AT 36'FROM BOTTOM _ . PRODUCTREVISED • ••• • ••• • • ae""13itlg with the Flmida id�0 • • i • • • • • • • 8ulldtng Code = flP • • • • • • • • • NOA-No. 15-1007.02 Lt •• • • •• • • •• • • 15"Iration Date 08149/2019 • •• • • • • • • OF ,i� � drowingno. MI m e Prou¢ on `� W04-37 / /rr1A.Llt11�� sheet 4 of 10 or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• TYPICAL ANCHORS TYPICAL ANCHORS �U SEE ELEVATIONS SEE ELEVATIONS FOR SPACING IBY WOW BUCK METAL STRUCTURE M M (SEE SHEET 1) 20Y BUCK (SEE SPEC BELO EDGE MST. OR �• +, OR =__ _ -� Qs <a;•. �3• .•a.•. a. *._ 'a: •ii I..• D STRUCTURE EDQEEDGE qSTj1I MVJItl-DADE COUNTY APPROVED .w CUPPED MULLION EE KSI ` t -I ®' 14+ S81r� _ RLL I I E7 I I TYPICAL ANCHORS TYPICAL ANCHORS dl V7 TYPICAL ANCHORS SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS FOR SPACING FOR SPACING Q' FOR SPACING E4 � •"°IL av eotr PENETRATION WOOD BUCKS AND METAL STRUCTURES NOT BY RC HOME SHOWCASE V4 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM lO THE BUILDING STRUCTURE. � N TYPICAL ANCHORS: sm ELEV.FOR SPADING c 1/4"DIA. HILTI KWIK-CON II (Fw138 KSI,Fy-137 KSI) twi a INTO 26Y WOOD BUCKS OR WOOD STRUCTURES 0 o 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) W 3 c THRU 113Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) m AE WWW DIRECTLY INTO CONC. OR MASONRY Ww m 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) rc o z " g V4 Eg 1-31e MIN. EMBED INTO CONC, OR MASONRY (JAMBS) =�E 2S U o 1/4"DIA TEKS OR SELF DRILLING SCREWS(GRADE s CRS) N g INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 20 INTO METAL STRUCTURES STEEL : 1/8"THK. MIN. (Fy = 38 KSI MIN.) E5 ALUMINUM : 1/8"THK. MIN, (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o TYPICAI EDGE D111111 B INTO CONCRETE AND MASONRY - 2-1/0 MIN. I TO OD SIR CTURE = 1 MIN. P. INTO METAL STRUCTURE = 3/4" MIN. M3 1_1 _ W000 AT HEAD.Ofl_,IAM@S SG-_O.SB.MINI.. © 1 •• •• • • • • • •• - CONCRETE AT HEAD,SILL OR JAMBS f'c-3000 PSI MIN. C at I I • • • • • • • •' • C-90 GROUT FILLED NORMAL WEIGHT BLOCK AT JAMBS t'm= 2000 PSI MIN. a 52 • •• • • • • • �o _ I • • • • • • • �1 T I I ! ! SEALANTS: J ''VD�se''.• ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND PRODUCT REVISED. ,.. s• ••• • • ns eom Iy�ng with the Florida HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH BnOdln9Ooi0 • •,;r; • i •• • i WHITE/ALUM COLORED SILICONE. NO.. 15-1007.02 - = aiF'OD *0; a• d •• • • •• • • 8xpiretlon Date 08M912019 P . .••.' • • • • • • TES draWhg no. DOOR DETAILS Pola a roduotControl � �� W04-37 SEE ELEV.FOR SPACING ij�ll!l �i 1 shoot.5 of 10 TI11 • • • • • • • • • • • • • • • • • • • •• •• ••• •••• ••• •• ••• • • • . . ... ... ... .• • .• .. .. . . ••. . . . . . . . . . • • . . . ... . . . . ... (01;0 a 16e46giiv as $0011 4C—*OM �e� pW �iT �� Io�uo on�ad,ff - oliAl • :00 •• • 000 • • •• .w6ulMaelepYOtie119 P dD • • •• • • •• • • •• c�_ 8WZf86/8 . • • • •. • • • • • A00 _ ZO'L001'91 oN voN • • • • • • • • • • epl+otd eq;NRm sugldutoa so (XX) ••• t t ••• i•• :00 .00 hitt • ••• • • • • •• • WIHS • • • • • •• • • WRIS TM N1 tu04x 3WrW • • • • • • • •Xyly��l k R - H1AIM 3tl3'1 RIGA 4v3'I mne coda 1I0MUSY t b $ ` IW 'Od0 TO 013 'Od0 70 93 .'•" . 63 4A ZS o � o . �o°,'A � to � • N0 Pil — sA Sl m BAIbaV �AIS��VNI C3 bl CA Ln O N c NOIW1RM 30 1103 A 4 D 311N.On10S 4 i33M 335 n 'IY13Y1 SN001 \��...../// SNOW U04 � y S110H0Ntl'1VJIdJ.L SNOWS 1104 7 oHOW'1 WA1 W n $ KIM NHS • a eZ/1 HIAN1 3WAU -AWN.Z/l r HlOIM 4V3� 1loIii'1I7X'g v N011drd=0 1104 b © 4 133HS 339 ;Q S sm3m 013 •Od0 TO 83 Sb� F� 63 4A LS SS 9111 n Rio IA h l 3 ON 10Y 1104 OSHOIiONY 70"U '3AI.L'JV u W ON'Ads AM aMS A SHONOW woldxL . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 011o L ane4s � ll IIl)J . `907ldAPyc i�� loituo on aoid wuuet smvj aQ vios Iyu 6ISwoo Gana ne[an+ldxd LOe • • •• • • :0. • • • •• ZOUGWG� 'ON-VON nPliold eat 47Pe 8ullfldwoo so a3smas "nGOW (xx/0) HOME= dV9 t4 KM V(OSNYUL xvly.z/t o Vag 4A g .'0 o�Q fq ffi Vff to= to 4 0.0 m 8— C) I&A AOI&A C t3 g 4A © -m'0'0.Zt ONV NS S't3 SOYIOHj,4 1V 3 o SAMOS ONnINa(d4 S o DpA ft3 9IR 4A O4A 0 aH ZNW4 1104 SNOOLLVAATO 33S A'�' SH014OW W.kRL - V TYPICAL ANCHORS rm SEE FOR SPACING SB � C OE2p Ell V p pi DC TYPICAL ANCHORS O_ SEE SPCC FOR SPACING 1/4'DIA TENS OR SELF ORILUNG SCREWS 7d V4 12 El3 AT 6'FROM ENDS Ci a AND 12'O.C.MAK c U v N — — V1 a c O N�� 0 W ^�YN:vyf, O a ,-.4 U�a ..'�•� Va S2 V4 E9 U 24 E9 EXTERIOR O.L OPG. O.L OPG. I/V MAX. LEAF WIDTH i/2• SMELITE WIDTH DOOR FRAME WIDTH 01 R 1 swM Eg (DOOR W/ SIDEUTE) ' V4 E19 F—u lA O • • • • • • • • • y �$"d$ • • •• • • • • • m o m_ O 11 -•• • • • • • •• •• • K Ez0 • • • • • 17111{11 it� 5L I PRODUCT REVISED SID 21T$$S n es—,71 with the Florida , = t ? s "'.1_�•. •i• ••• ••i •�• ••• In NOAd-Ma.19-1007.02 •''o•..'.•'.. ,. .0.0's, • • •• • • •• • • • •• • • • • • • RKIII-9on Data 09/19J2019 ; OF drawing no. WOE DIST. , ICAL•NCHORs •• • ••• • ''. oRLOP:' W04-37 SEE ELEV.FOR SPACING SIDELITE DETAILS '219 uet r1ontmi 8 of 10 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3.770--- I 3.750 FRES# NuM88R READ. DESCRIPTION MATERIAL MANF./SUPPLW/RaMARRS .125 4'000 El RD45-023 1 FRAME HEAD 8005-T5 - 9_1 ,100 E2 R045-024 1 FRAME SILL BO83-T6 - .090 2.125 E3 RD45-022 2 FRAME JAMS 6083-T6 - Z @� 3.000 1.825 .125 1 T .938 E4 RD45-OD4 1/LEAF TOP RAIL 8083-TS - �0w nm 2.125 14- LU .813 F W '100 E5 RD4S-021 1/LEAF BOTTOM RAR 8083-T8 - 090 Typ, ES RD45-006 2/LEAF HINGE STWKACTNE LEAF LOCK STILE 6005-75 ` II TYP. .687 E7 RD45-002 2 VERTICAL JAMB STOP 6063-78 - Ell �yt FI I Iz- 1.988 M%4 E8 RD45-010 AS REOD.GLAZING BEAD LAM.INSUL GLASS) 6063-T6 - LL .372 Ix=2.610 W\4 �°�'1.87S-W Sx=0973 IN\3 ;m SX n 1.363 61\3 E9 R045-007 AS REOD. GLAZING BEAD(LAM.GLASS) 6083 T6 - VVI u7 h SIDELITE HEAD/SILL SIDELITE JAMS EIO RD45-017A AS RECD. LOCK SMILE AMM LEAF 6005-76 - E11 TRANSOM JAMB E1 DOOR HEAD E7 TRANSOM HEAD/SILL Ell R045-014 AS REGO. SIDEUTE HEAD SILL.TRANSOM JAMB 6005-75 - C I 1.812 4209 E12 RD45-015 AS REOD. JAMB AT SIDE LITE,HEAD/SRL AT TRANSOM 6063-T80E13 8045-016 AS READ. SNAP COVER s .100 1•ggg E19 R045-029 AS READ. INTERIOR SNAP COVER j E20 8045-030 AS REOD. ANCHOR CUP,8'LONG 8083-T6 - tt .115 1.470 .T- Ml 8045-MOI 4/LEAF HINGE ASSEMBLY 8005-TS - b$f 1.750 062 4 000 M3 R043-M03 AS REOD. FLUSH BOLT AT 3 POINT LOCK - - 2.025 M4 AS REOD. XL EDGE SPACER FOR INSUL GLASS ST CARDINAL 2.115 2.187 .158 M74 W31364NK AS RECO. WEATHERSTRIPPING 4.1 Et SNAP COVER 1120 1/2'x 3/16'x 4'SEMNO BLOCK(IAM.CLASS) NEOPRENE 8'FROM EACH END 3/4'x 3/1V x 4'SETRNG BLOCK(WSUL LAM.LASS) LOWS.DUROMErER 8515 SHORE A m N HINGE STILE •15�5 ..- M21 - 1/2'x 3/4'x 4'SETTING BLOCK NEOPRENE 6'FROM EACH END&MIDSPAN $ C 108 O INACTIVE LOCK STILE LOW'E,OUROMETER 8515 SHORE A M-1.887 4.209 M24 R04S-MiJ 4/LEAF HANDICAP OFFSET FONGE ASSEMBLY 6005-T5Ix -2.262 M\aFRAME JAMB Sx= 1.024 Oi\ 101. M28 W3142INK AS REOD,WEARHERSIRIPPING - - U i Yl 037=70 DOOR W'STRIPPINO FOAM 0-LON3 4 d, a h*-1.750 V2 V-059 OFFSET BULB vDm w5TP. WC .0 c N 1Fr I 1 7� M. INSU BEAD V4 V-009 BULB w'SMIPPWO,DUROMETER 7515 SHORE A PJC WIBORG,WV-3239 Ln M N Ee (LATA. INSUL. GLASS) V5 V-QBS PEROXIDE THREAD-W FINGER = TREMOO m S2 AS REQO, 3/6-16 X 2'L6 FULL THREAD HXJ70.. 1 PER CONER p ^ 3.125 2 WWI--- S3 4/HOdGE #12-24 X 3/4'LG.P HIL F.H.MACHINE SCREW ST Sf HINGE INSTALLATION SCREWS t�r = 4.000 4.125 I� SB AS REQ0.1 112 X 1-1/4`LG.PHIL SMS. ST/ST I ASSEMBLY FASTENERS U Ap o I .875 BSR SBRRT 4 FOR LOCXS OPTIONS AND DESCRIPTION '- . .-IL E7 ACTIVE LEAF LOCK STILE .582 .562 GLAZING BEAD E9 (LAM. GLASS) E4 TOP RAIL o 1.875 1.870 1 .100 .880 1.373 I188 --••♦-- - • ••• r99 ` ': t!B 5 675 Io--3.750 •• • •• E vin:M S;6 COVER 111 0 t3 FRAME SILL ••• •i •• • Soo • •• . .p Iia �� •, 3s7o �3 PRODUCT REVISED t ae PIM with the Florida • • • •• •• •062- • }B•4♦ Building Code 942 .447 • • • s • • NO-No. 18-1007.02 .156 I•• • • • • • • • • Expiration Date 08/1912019no. OF 750 •• • •• s .625 • • Mia -D a Pro uet Go- 'BY .......... ® ANCHOR CLIP O BOTTOM RAIL v VERT.JAMB STOP �Q�� p sheet 9 of 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• V SB 1'X 2-1/AL.UM 1/4' Z / n zd a i �a 0 LEAF TOP CORNER N CCpptlp33 U C DOOR TOP CORNER TRANSOM TOP/BOTTOM CORNER o 3a O N to 3ii N ce OYr`Li - RM, � � N / 1 i / S2 $ MAR 2-1/2'X 1/4' ALUM PLATE M �• 0•• • ! •• - - - - - o A m • • •s • • • LEAF BOTTOM-CORNER m s_ • •• • • • • • • 00• • • • • • • X11 I! tl PRODUCT REVISED 2 .too OR BOTTOM CORNER ••• •.• ••• •••IDE •f P �-fOM CORNER as comp)ymg with the Florida _ tia t • • • • • • � • NCA-No.Cotle •• • • •• • • •• • • 154007.02 •: • •• • • • • • ! - Expiration Date 0818/2018 OF \ter drawing a no. •• • •• • •Is Is • By ' Op �':`` W04--37 M11Iam- e oduct control //s�®�A1i1 �\\\ ahcat 70 of 10 • • • • • • • • • • • •• •• • • • •• •• SYMBOLS ® WINDOW/DR MK. K- � !a ` 1 ® OPNG.MK. CITY COP y 1. REPLACE EXISTING WINDOWS JS DESIGN&PERMITTING,INC &DOOR AT LOCATIONS SHOWN. 1 2.REFER TO APPROVED NOA'S FOR PRODUCT SPECIFICATIONS, ml ALLOWABLE DP&ATTACHMENTS. 3.ALL PRODUCTS ARE IMPACT 6750 N ANDREWS AVE RATED&APPROVED FOR USE IN FORT LAUDERDALE,FL 33309 THE HVHZ. yy yg yygPg CAS CAS ANCHOR •- 10 37"X 50 37"X 50%" 7292 BIRD ROAD - _ DP=+80.0%80.0 DP=+80.0/-80.0 2 MIAMI,FL 33155 a; 2 NOA#15-0416.02 8 NOA#15-0416.02 -/ MAY �6 M6 SH 3: 18/Z"X38" o z DP=+85.0/-90,00 #15-0302.02 N p O z - BEDROOM 1 BEDROOM 2 QO Z z = o O Uj U z �S o W ziJ V O N R 2 z x = N :01 LU z Q z 11 0 37"X50%" O W g U ' DP=+80.0/-80.0 oo Q J NOA#15-0416.03 y� • - • • �i-a•Q L HR' < 37"X38%" • • • DP=+80.0/-80.0 2 •• • • ; U) _• o NOA#15-0416.03 •••;•• •• •�•• 2 .LU •00 � c w Lu gx k •• •• •• • •••••- �� � T � HR • ••• •LL I--I V1•••••• a 37"X50%g, •• • •�•;••a U• • - w "j DP=+80.0%80.0 �{ • NOA#15-0416.03 o O6 - U I P a== BEDROOM 3 pq o P ti -- - �\1 -ENTRY x Q > u = VHR i 37"xso% FD SERIES RD-45) $, A DP=+80.0/-80.0 38%"X 81 Y2" O NOA 15- 16. 3 DP=15-1007.02 2 k NOA#15-1007.02 o W o� o z 50 Y2"x 59 i4" HR Z W DP=+80.0/-80.0 74"X 50%$" 0 !n NOA#15-0416.03 O O DP=+80.0%80.0 Ln HR HR f NOA#15-0416.03 W o 78"X 60" 78"X 60" LLQ w Z = DP=+80.0/-80.0 DP=+80.0/-80.0 _7Ln N L [30-A-#15-0416.03 Q OA#15-0416.03 Oa a_� � WINDOW & DOOR LAYOUT o SCALE:Y8'=V-D„ SCALE: 1/8"=1'4Y" CHECKED BY: DRAWN BY: JBD ISSUE DATE: REV 3 05/19/16 SHEET# P 1 O B DESIGN&PERMITTING, INC — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 6750 N ANDRE I 3 I FORT LAUDERDALE FL 33309 I 38%8' ANCHOR MPACI 41'� / 78" i 7292 BIRD ROAD 74"� I MIAMI,FL 33155 I 3 z \ „X„ „o„ o "X" „o" „X„ _ I \ V o o z Q o z z x \ L—L LJ >> z $ o W F- > g z z I O 00 O I Z) = o � Zco I I oLn 0 Lu � Z U 6i •• •• esTs W =•p o !v ab �37" 37" i 0000•• s• 0000•• •� w W " 18y2" �37"� I 0000 •• a �i0W0 s • • • s to � / I 0000 1 •• 00 o w / ❑ / 0000•• 00 so 0 0090:6 oo � �n b I i�•i•i O� � �• I �' � �' I • • • pC M•a•so0 I O6 O7 12 O8 O9 10 11 11 •• • •Ly:0,rl u• • 1-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --/ u- Gq O - - - Q z Z) Q a a W WINDOW & DOOR ELEVATIONS z o z o SCALE:3a°=1'-0" Z W o LL N U ELI cc W Z = L � ON La � W � d d O J SCALE: 1/4"=1'-0" CHECKED BY: DRAWN BY: JBD ISSUE DATE: REV 3 05/19/16 SHEET# P2