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WS-16-1162 Miami Shores Village ; 10050 N.E.2nd Avenue NE Doom . Miami Shores,FL 33138-0000 Itu Phone: (305)795-2204 Expiration: 11/0212016 Project Address Parcel Number Applicant 372 NE 98 Street 1132060135680 SEAN CHELSEA GORMAN Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell SEAN CHELSEA GORMAN 372 NE 98 Street MIAMI SHORES FL 33138-2410 Contractor(s) Phone Cell Phone Valuation: $ 5,208.00 DVG BUILDERS INC (305)506-7308 _... Total Sq Feet: 0 Type of Work:REMOVAL AND INSTALLATION OF 1 DOUBL Available Inspections: No of openings:1 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.60 Invoice# WS-4-16-59594 DBPR Fee $2.00 05/06/2016 Check#:3397 $82.60 $50.00 DCA Fee $2.00 Education Surcharge $1.20 04/29/2016 Credit Card $50.00 $0.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $4.80 Total: $132.60 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 sume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRI L,PLUMBI ,MECHAN AL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AF IDA rti t at 11 t foregoi g information is accurate and that all work will be done in compliance with all applicable laws regulating construction and h r ,I ize t above-named contractor to do the work stated. May 06,2016 Aoithorized Signat t:owner / Applicant / Contractor / Agent Date Building Department Copy May 06,2016 1 I�ECET ,E1 Miami Shores Village �\ A R 2 9 16_ Building Department BY: � ; ,-kms 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 tA • Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 { FBC 20�y pp BUILDING Master Permit No. (A) V PERMIT APPLICATION Sub Permit No. ©BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL r—JPLUMBING ❑ MECHANICAL ❑PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP A CONTRACTOR DRAWINGS JOB ADDRESS: `I j Z A 2 S T City Miami Shores County Miami Dade Zip: f �J Folio/Parcel#: 1 I ®6.013 - 56 20 Is the Building Historically Designated:Yes NO Occupancy Type: q5 Jan Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): 564"n�"n Phone#:�3, (e/-9'O®7 3 Address: s/i> 2a11 454 city:. a-SA70'nP,: State: z Zip: X31.3 FS Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: vp c,A.O r S Phone#: 305- 509L15-0 -Y Address: 1 b 146 \U '32 a. City: ��� ^^ State: Zip: 3 0 12 Qualifier Name: D &-Ku et C o.trc.A.sem Phone#: .56 6- 736' . State Certification or Registration#: C G G 15 1 Ck 'P' Certificate of Competency#: DESIGNER:Architect/Engineer: 1-2S;a va S /®I cat a ear »�t2.ea (e I- Phone#: jS'Y C109 023 d Address: 2 16?3 V i Sta-Wood yx(o-"I City: bore& State: T-L Zip: 33q 2 Value of Work for this Permit:$ 51 n S . oa Square/Linear Footage of Work: Type of Work: ❑ Addition [Alteration ❑ New [�Ilepair/Replace ElDemolition Description,qf Work: rt e J9r Yyt 4W c Specify color of color thru tile: Submittal Fee$ Permit Fee$ I ®- 00 CCF$ - 7 CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ ` C"r') Notary$ CA Technology Fee$ -4 Training/Education Fee$T-2 r) Double Fee$ Structural Reviews$� Bond$f TOTAL FEE NOW DUE$ 0 (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 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 Ovmmencerrient must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is iss ed. In the obsen o such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature INNER or AGENT CON R The foregoing instrument was acknowledged before me this The foreg ' instrument was acknowledged before me this —L!?2 —day�off.(41 .20 1 1 ,by day of Ct'o n ,20 110 ,by /1 Drnn who is pers all known to MVI J&L\ (U,J'CAAN ,who is perso ally k own 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: SigSign �� ✓�� Print: Print: NATHALIE CEPERC Mwpoo,, =o� ��o; Notary Public- e or Flonda Seal: ,`ao° Yp`B��y Notary -. a, Public-State of Fiori a * • My Comm.Expires Dec 19.2018 My Comm.Expires Dec 19,2018 Seal: �N"9, po,, Commission�►FF 152882 s; �a;: Commission FF 152862 �,,��o ;o�: Bond�Thlough �NAY Assn. c 'r OF„`,°�° Bonded Through National Notary APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) CONTRACT Corporate Office& Showroom 9282 Bird Road. Miami, FL 33155 Office: 305 264 0992• Fax: 305 264 0964 O www.Anchorimpact.com Anchor impact is a division of DVG Builders. State Florida CGC 1519237 CUSTOMER JOB LOCATION: �. 04 ADDRESS: �2 .�, �� ADDRESS: CITY: STATE: ZIP: CITY: STATE: ZIP: DATE: SALESMAN: CUSTOMER PHONE#: CUSTOMER CELL#: EMAIL: L� >T ANCHOR IMPACT& DVG BUILDERS AGREE TO BASED ON QUOTE FURNISH THE FOLLOWING: # C Lo •l� 10 Yn Q 3 '5 twig Nor4 { Dr T EEETa 'j`• MIAMI•DADE WHAMI--DADS COUNTY,FLORIDA t PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND C NO . RER) 11805 SW 26 Street,Room 208 BOARD AND CODE AMU ISTRATION fi T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANC ww%mfamidade.gov/eeonomx RC Home Showcase,Inc. 2970 NW 75te Avenue •••••• . 0000 0000.. Miami,FL 331.22 • .. 0000 SCOPE: • • . 0000.. 0000 0000.. This NOA is being issued under the applicable rules and regulations governing-ilL use of coustructioq , materials. The documentation submitted has been reviewed and accepted by Milmmi—Dade GountyRER,*" Product Control Section to be used in Miami—Dade County and other areas where Aft ed by the v�ttthority•�..• Having Jun0000.. . **0*s action(AHJ}. 00.00 This NOA shall not be valid after the expiration date stated below. The Miami I?ade CoAnV•Product•••;• Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami-Wade County reserve '. the right to have this product or material tested for quality assurance purposes. If thi§produit or6ateriala 00 fails to perform in the accepted manner,the manufacturer will incur the expense of wth2esting#110 Jhe A140••• may immediately revoke, modify, or suspend the use of such product or material within thel•40isgiction. • 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 11RD45"Aluminum Outswing Entrance Door w/wo Transom and Sidelites--L.M.I. APPROVAL DOCUMENT: Drawing No.W04-37, titled "Series RD45 Alum. Entrance Door(LACI.)", sheets 01 through 10 of 10, dated 05/09/04 with revision "G" dated 12/17/13, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami—Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami Dade County Product Control Section. [NUSSILE IMPACT TING: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 otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami---Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 12--0410.18 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No.13-1112.06 MtIAMI•DAD�COUNTY Ex it atIon Date: Au ust 19 2019 Approval Date: December 26,2013 � �` Page 1 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Srtbrnitted under•previous NOA's No.'s 04-0608.03 and 08-0613.07) ."". 2. Drawing No. W04-37,titled "Series RD45 Alum. Entrance I itzgr .M.I.)'i;jjjets of•• • through 10 of 10, dated 05109/04 with revision "G" dated 121l7jl,-,prelwtd by Al;..... Farooq Corporation, signed and sealed by Javad Ahmad,P. E.•••••• • 00000000 . 0 0 0000 0000 0 00 0000. B. TESTS 000000 0000 0000 0000' 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94.'..' •0.000.• 2) Uniform Static Air Pressure Test,Loadingam,.-F.BC,TASo202 94 .' 3) Water Resistance Test,per FBC,TAS 202'94 • 0. 00.000 4) Large Missile Impact Test per FBC,TAS 210144 • 0000.... 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 Reports No.'s: 1. FTL-5390, dated 02/18/08, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08-0613.07); 2. FT"154, dated 03/24/04, FTL-4155, dated 03/30/04 and FTL4166, dated 03/31/04,all signed and scaled by Edmundo Largaespada,P. E. (Submitted under previous NOA No. 04-0608.03) B: CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by Al Farooq Corporation, dated 03/27/12, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 12-0410.18) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic,Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours& Co.,Inc. for their"DuPont Butacite®PVB Interlayer”dated 04/11/13,expiring on 12/11/16. Jaime D.Gascox,P.E. Product Control Section Supervisor NOA No.13-1112.06 Expiration Date: August 19,2019 Approval Date: December 26,2013 B-1 RC Home Showcase,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, issued by Al Farooq Corporation, dated 10/15/13,signed and sealed by Javad Ahmad,P.E. .••••. 2. Name changed to RC HOME SHOWCASE, INC. as rc; ig red in TVFlorid'a Department of State,Division of Corporation, Sunbiz documeu dated 10/1 jti3. ; 3. Asset purchase agreement dated 10/01/13, signed by Mi-41onuel A. .Kronfle, Kozhaya,Mr.Henry F. Kronfle--Kozhaya,Mr. Raul Casares,Af'6Rusebic$Pgre4es an;C .... . .. ..... Ms.Nancy Vias. 6 ; 4. Statement letter of complying with the Sales of Assets is$utsd:by RGA 4$minut" Industries,Inc., dated 10/30/2013,signed by Raul Casares,Prssi4aA. .• 5. Department of State Certification of RC HOME SHOWCASE,ITC. a;.q 'F profo••:• corporation, active and organized under the laws of the Ntatd.of Florida, dataL...; 10/11/13 and signed by T. Carter,the Secretary of State. 6. Department of State Certification of MANUHEN ENTERPRISES,LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 08/22/13 and signed by N. Culligan,the Secretary of State. 7. 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. (Sub.-nitted under previous NOA No. 08-06.13.07); II. FTL-4154, dated 03/24/04, FT"155, dated 03/30/04 and FTL-4166, dated 03/31/04,all signed and sealed by Edmundo Largaespada,P.E. (Submitted under previous NDA No. 04-0608.03) 8. Proposals issued by Product Control: I. No.07-2426,,dated 05/08/07,signed by Ishaq Chanda,P. E. (Submitted under previous NOA No. 08-0613.07) II. Dated 07/18/06,signed by Jaime D.Gascon,P.E. (Submitted under previous NDA No. 08--0613.07) III. Dated 12/03/03,signed by Jaime D. Gascon,P.E. (Submitted under previous NOA No. 04-0608.03) G. OTHERS 1. Notice of Acceptance No. 12-0410.18, issued to R.C. Aluminum Industries; Inc. for their Series "RD45 Outswing Aluminum Entrance Door w/ wo transom and sidelites--L.M.I.",approved on 06/14/12 and expiring on 08/19/14. Jaime D.Gasco ,P.E. Product Control Section Supervisor NOA No.13-1112.06 Expiration Date: August 19,2019 Approval Date: December 26,2013 E-2 HEAD/SILL ANCHORS AT STILE ENDS �v n AT 2-1/2'O.C. M (5) FOR INSTALLATIONS INTO MOOD/GONG. (4)FOR INSTALLATIONS INTO METAL STRUCTURES ; 39 3/8°MAX. 75 3/B'MAX. z FRAME WIDTH FRAME WIDTH O I 4 1/2'MAX. 4 1/2'MAX. f(a HEAD/SILL A CORNERS A O v Ar h j t i\ V COQ ry��;��iijjl. w�`' i3 u x n c -I f1L � 1 1 W m 11 I rn a 0 I I I I o U N N Q Z Il W m NE I 9iACTNE i ACTi ACTNE JL � °xZ� R TI SURFACE APPLIED7 8 SURFACE APPLIED B - �Q N N m FALSE MUNTPLS m j FALSE MUNRNS mGt MAY BE USED 25 3/4' \ o MAY BE USED 25 11/16° 25 11/16' \>� D.L.OPG. n o O.L.OPG. D.L.OPG. M . 35 3/4°AWf. 72°MAX. LFAF WIDTH QOOR OPNC.WIDTH SERIES RA45 ALUMINUM OUTSWING ENTRANCE DOOR (XX) C w SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/0 TRANSOM SEE ABOVE _ SINGLE (0/X) AND DOUBLE (O/XX) LEAF DOORS WITH TRANSOMS SEE SHEET 2. PRODUCT RENEWED $ SINGLE AND DOUBLE LEAF DOORS WITH SIDELTTES SEE SHEET 3. recomplying+nD19uF1o*idn ®� S LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL MAXIMUM DESIGN LOAD RATING =+ 80.0 PSF A�ccepte$I1Na q • APPLY TO ENTIRE SYSTEM. (FOR SIZES SHOWN ABOVE OR SAVILER) — BE.0 PSF r i • I �•S E:"-^ AS ALLOWED BY FRC • O o$g N VR THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • • I� i(e dl C as Aiio:• °' S g B `� REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY • v o+„u.n HURRICANE ZONE(HVHZ). •• THE`•DOR1tD ZOR�ARE• SMALL MISSILE IMPACT. o EQUI 18Y OR 28Y W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY SHUTTERS ARE N01._ o TO TRANSFER LOADS TO THE STRUCTURE Engr.JAVAD AFWAD � ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS CNIz3 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ••• • • ••CtAl? 2 ••• 8 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE • • • •• • • • • NOT PART OF THIS APPROVAL. NOTE: A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. GLASS CAPACITIES ON THIS SHEET P8�• :• ••• • ••• drovdng no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT BASED ON ASTM E1300-09 (3 SEC. GUSTS) 1Lq COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE AND FLORIDA BUILDING COMMISSION JLt, W04-37 REQUIREMENTS OF THE FLORIDA BLDG.CODE SECTION 2003.8.4. DECLARATORY STATEMENT DCA05—DEC-219 sheet 1 of tp • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 000 0 0 DESIGN LOAD CAPACITY - PSF39 3/8'MAX. 75 3/8'MAX. �® SINGLE OR DOUBLE ENTRANCE DOORS WITH TRANSOMS fRAldE WIDTH FRAME WIDTH jt DOOR GLASS TYPE GLASS TYPE WWH-WI WIDTH-W2 REIGHT-A 'A' B' 33 3/8" 69 3/8' Z • 3 INCHES INCHES INCHES �,(+)/MT.-)pRd+)/gam•(- O.L.oPa. D.L.oPG. 24 80.0 1 so.0 30 80.0 80.0iHEAD/SILL 7m0 HEAD/SILL HEAD/SILL ERS Q% 63 _3/8 CORNERS C 37-5/8 80.0 80.0 F x 43-5/8 69.0 69.0 LL 24 81-5/8 80.0 80.0 a 69-3/8 30 solo 80.0 11±-, ,I fl II S a rl 37-5/8 80.0 80.0 �+ �j 7 II Itt� It 24 80.0 80.0 a4 75-3/8 30 _ l---- i--__-.80.0 80.0 -iITLi_---•-._- 85q`(>hW q MOM 80.024 Uo37-5/8 80.0 80.0 0 80.0 II (i N 10 80.0 83_3/8 30 H iIiI G III iIiI N\ IT�L a $1�7 r 37-5/8 BOA 80.0 N \' N 43-5/8 85-5/8 ` 24 80.0 80.0 i I1 ; I I\ .•; N 89-3/8 30 60.0 80.0 11 ' II g 37-s/e BO.o solo // ANCHORS AT TRANSOM ENDS 24 80.0 80.0 _== =x= I AT 2-7/2"O.C. 75-3/8 30 80.0 80.0 (. IV ' n (5)FOR INSTALLATIONS 37-5/B 80.0 80.0 �I 1 INTO WOOD/MASONRY nl EI I \ w 24 80.0 W La 80A / it i (3)FOR INSTALLATIONS / I i \ (/7 INTO METAL STRUCTURES (QJ 30 80A 80.0 �- 11 \ 63-3/8 z / II. I w O¢ d' 37-5/8 80.0 80.0 N 0 �� I Uf I I 43-5/8 69.0 69.0 Z N N 97-5/8 to 24 80.0 80.0 d. W69-3/8 30 80.0 OA o 3780.0 80.0 11 it II < S^Z 24 80.0 80.0 it 30 80.0 f7 - M 37-5/e 8OA SOAIx N 24 80.0 SOA 63-3/8 30 80.0 80.0 -It I --❑ -- I I 37-5/8 80.0 80.0 X69.0 69.0 24/8 97-5/8 80.0 80.0 \ I 00 69-3/8 30 80.0 80.0 ACM IK40TK ' ' ACM c$ R g 37-5/8 80.0 80.0 t� & io 24 80A 80A 75-3/8 30 BOA 80.0 FALSE MUNTINS RFACE APPLIED 78 T!Tl SURFACE FAISE MUNRNS B mGi 37-5/8 80.0 80.0 MAY BE USED / MAY BE USED W7 ' " 25 71/76" oFRAME WIDTH DA.OG. •• •••D.I.OQU. • • • D•I-•4 eo m S$r ='• 35 3/4'MAX. • • • • 7 • • .�o °d.'n S� LEAF WIDTH • •• • •�R PN 7H • 0 S o w (0/X) Ell••• ••i ••i •�CS�XX; ••• o 4 r.J=AHIIAD 'g ..• "P 3_ 592 PRODUCTRBNBWEO • • • • iib • • • m complying with tde P10*13 • • • • • • • g G � %% Bonding Godo ,,, / Ax4ptonce too • • `• • • • O 0 9 \ / Wt (SINGLE DOOR FRAME WIDTH) 2' + 1-5/8' Bry}y{omiDndeProd-`' .nE II 7 20D W04-37 sheat Q of 10 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY- PSF HEAD/SILL ANCHORS AT STILE ENDS SIDEISTES AT 2-1/2'O.C. ^ (5) FOR INSTALLATIONS INTO W000/CONC. rl GLASS TYPE (4)FOR INSTALLATIONS INTO METAL STRUCTURES 3 SIDELTE WIDTH FRAME HEIGHT •A• & ,B• INCHES INCHES EXL(+)/INT•(-) SIDEI.ITE WIDTH MAX. StDELITE WIDTH MAX. 75 3/8'MAX. SIDELITE WIDTH MAX. 0 SEE CHART AT LEFT SEE CHART AT LEFT FRAME WIDTH SEE CHART AT LEFT 38-1 d 80.0 I+ 2 1/4'MAX. 2 1/4'MAX. 38-5/8 81-5/8 80.0 HEAD/SILL HEAD/SILL 41-1/4 80.0 CORNERS 2 1/2' CORNERS 2 1/2' 78 43-1/4 80.0 2 1/2' 2 1/2- 3s-1/4 80.0 Igo 38-5/8 85-5/8 8010 J J - ` 41-1/4 80.0 38-1/4 cy 81-5/8 80A `1 Q q Q 38-5/8 80.0 11 I I 1 , S o y 36-1/4 97-5/8 80.0 zL• ~S /lA' ~S /IN' H/ I I // // v • 3 =a 0 ya e0 =H 0 ==== --"'__ ==== R�/"� W _ J AL N t3 \,SWy _, Af� -•�/- m III m r-i rn O III 1 1 V ��}U \ / O a cel a it It it r m II II 11 II it 0 II II i 1 ACTNEIt Q'N N 1 / jI SURFACE APPLIED K �z K B - z FALSE MUNTIES D.L.OPG. 8 25 11/16' 25 11/16 �'8 D.L OPG. D.L O.L.OPO. D.L.OPG. o 72'MAX. p 62 DOOR OPNG.WIDTH (0) (OXXO) > NOTE: • • • • • • • • • o g N 4i FOR DOORS CAPACITY SEE SHEET 1 • • •• • • • • • g 9 9 • •• • • • •, ••• • o W n (MAX. DOOR FRAME WIDTH = 75-3/8" • ••i ••i ••• i i ••• o MAX. DOOR FRAME HEIGHT = 97-5/8") •• FOR SIDELITE CAPACITIES SEE CHART ABOVE. q LOWER VALUES FROM DOORS OR SIDELITE fn<Jr.JAYAVI AHMAD CHART WILL APPLY TO ENTIRE SYSTEM. • ••• •I��Py; se2 � • g � PRODUCT RIMITIVAD • • • •' iP • • • Axpldwith The Inc" •+�• �• ••• AIdImB�a o3 • / •. • •• • AMarcO No •• •• • drowing no. t As� — W04-37 MID Dada Pmd'I Confrol • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 ••• 0 • M O 5/32'TEMP.GLASS Z 1/8'HEAT STREN'D.GLASS 1/4'AIR SPACE 0 .080,INTERLAYER 1/8'HEAT STREN'D.GLASS DUPONT'BUTACITE'PVB QO .080'INTERLAYER C 1/8'HEAT STREN'D. GLASS DUPONT'BUTACffE'PVB C SILICONE 1/8'HEAT STREN'D.GLASS 8 h i m DOW CORNING 795 SILICONE DOW CORNING 995 DOW WW CORNING 995 n 0 E8 t GLAZING DETAIL AT Q DOOR LEAF ST.STEEL METAL SPACER o U L $ $n m ' t ' METAL SPACER LOCK OPTIONS SINGLE DOORS: LOCK OPTIONS DOUBLE DOORS: 1 t 1 z N OPTION N F OPTION Al: , o p,� /GLAZING DETAIL AT 3 POINT LOCK SYSTEM BY'AMESBURY' 3 POINT LOCK SYSTEM BY'AMESBURY' / } _ / SIOELLLE 0=Z WITH SURFACE MOUNT HANDLE AT 38'FROM BOTTOM WITH SURFACE MOUNT HANDLE AT 36"FROM BOTTOM LEl `AND DEAD BOLT LOCKSET AT 32'FROM BOTTOM AND DEAD SOLT LOCKSET AT 32'FROM BOTTOM GLASS TYPE 'A' GLASS TYPE 'B' r,� U .. KEY OPERATED ON DMRIOR AND THUMB TURN ON KEY OPERATED ON EXTERIOR AND THUMB TURN ON N w 0)g INTERIOR. INTERIOR. INACTNE LEAF GLAZING OPTIONS o 2 POINT LOCK SYSTEM BY'AMESBURY SHOOT BOLTS ENGAGING SIMULTANEOUSLY AT HEAD&SILL SURFACE MOUNT ACTUATING HANDLE AT 38'FROM BOTTOMOPTION #2 $ 999 op�F�8 OPTION A2: ACTINE L ° 3 POINT LOCK SYSTEM BY'HOPPE' 3 POINT LOCK SYSTEM BY'HOPPE' WITH 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 LOCKSET AT 32-1/2'FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON KEY OPERATED ON EXTERIOR AND THUMB TURN ON •• 00* • • • • • •• m g INTERIOR. INTERIOR. • • ••• • • • • • a°B o N WACIME LEAF • •• • • • • ••• • - • • • • • • • • • 2 POINT LOCK SYSTEM BY'HOPPE' •• ••i •• • • • •• O SHOOT BOLTS ENGAGING SIMULTANEOUSLY AT HEAD&SILL SURFACE MOUNT ACTUATING HANDLE AT 36"FROM BOTTOM Y, Ei$r.JAVAQAtiMAD @ EN • ••• •t!L cm ea • • �, PROW';REIVED • • • • CA.N. •. • • re comFlg with the Florida • • //• •• e • • • Suildi�Codo ��dD�e • • • 7• • • • • � b 5 ACffFIMfO NO r • • • !_—� ExFi Lion Data cj Q i • • drawing no. MtemiAado roductOontro t � G 1 7� W04-37 (sheet ••• • sheet 4 of 10 • • • • • • • • • • • •• •• • • • •• •• TYPICAL ANCHORS ��v TYPICAL ANCHORS SEE ELEVATIONS SMEIAL'TURE SEE ELEVATIONS FOR SPACING lye D BUCK 2BY WO 3 .'EDGE OR 0 STRUCTURE ZC 4 "OCiE OLIN'.. a EDGE EDGE 01ST. ] o. •I .J,'.�v, d S6 \ \ r7 S2 I 1 co Vt TYPICAL ANCHORS �ELEVATIONS Q 0 FSEE OR ELEVASPACITIONS FOR SPACING )L t/Y MIN. b & THROW BOLT E9 PENETRATION O V4 W000 BUCKS AND METAL STRUCTURES NOT BY RC HOME SHOWCASE = , MUST SUSTAIN LOADS IMPOSED 8Y GLAZING SYSTEM AND .�--i.. TRANSFER 7HEM TO THE BUILDING STRUCTURE. � U TYPICAL ANCHORS: SEE ELEV. FOR SPACING Ld Z w 1/4" DIA. HILT[ KWIK�-CON II (Fu-183 KSI,Fy-157 KSI) 0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES a o 1-1/2" MIN. WOOD PENETRATION w 4 (WTHRU 1 B WOOD BUCKS INTO MASONRY OR GONG. Z C-1 N yd 1-1/4" MIN. EMBED INTO MASONRY OR GONG. n v DIRECTLY INTO MASONRY OR CONCRETE g x 1-1/2" MIN. EMBED INTO CONCRETE p z $ va E9 4 _DIA TEKS OR SELF DRILLING SCREWS (GRADE 5 INTO METAL STRUCTURES N STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) 0 O ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) CE INTO CONCRETE ANO MASONRY d.2-1/2-MIN. c R INTO METAL STRUCTURE 3/4" MIN. CONCRETE AT HEAD.SILL OR JAMBS f'o a 3000 PSI MIN. v C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 1500 PSI MIN. is a SEALANTS: Lill &I KFR v 721§ O i • • • • • • • • • ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND '00i c$ a C B 00000 • • •• • • • • • HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH m S2 • •• • • • • ••• •• WHITE/ALUM COLORED SILICONE. v o w o V1 • • • • • • • • 0. .- F.ngi:JAIAD AH r 9 iv as'o•'.."�.'.' o",•.0 ,:,tp.o. .;�" :q•..d • • •• • Go��y I,�•1 'DNl C Z • ••• •• ••• • PRO: •• • 8 •• ••• 06 ka on le • AxePtnN •• # ° q O�dWraO4 ng^.�3no7�tS> TYPICAL ANCHORS ��•., SEE ELEV.FOR SPACING ^1 Uude PmdUCI C01*0`1 sheet 'j of T Q s . t • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 TYPICAL ANCHORSSEE n FOR SPACING © o �V 1 1�CAL ANCHORS p ACTIVE ESE/V T FOR PACING QQy g• V7 4.•� �Q W y a W } QQC 00 f2 .'•.°. NOS u y IL S3 S2 V4 E9 u`zz gya� EG E10 D.L.OPG. LOOKS W 4 4 SEE SHEET 4 O FOR DESCRIPTION EXTERIOR a LEAF WIDTH :5! � MAIC. FRAME VHDTH 1/2`MAX. y. V SHIM SHIM O Z (x) ui w TYPICAL ANCHORS TYPICAL ANCHORS Z FOR SPACING SEE EWd SEE O LOCKS FOR SPACWG o LEY 4 � N < R C E �DEESC�RIPPTION = N 14 � E7 INACTIVE ACTIVE W n _� °� METAL .a STRUCTURE W jai _ .61 • � S2 Y4 E9 Eg S2 � ES D.L.OPO. E10 O.L.OPG. M1 $ 24 1 EXTERIOR WOOD SUC LEAF WIDTH LEAF WIDTH EXTERIOR a p 12 • • • • • • • • • • a$$N d d 1/2`MAX. • • E D • • • 1/4"MAX, o SHIM • • • • • • SHIM `` ) Engr.Jd.AD AHHAO � •� CML g • ••• •• 000 • R`•, FIA PE Q 70.582 n • • • • • PRhwr CAN. S k D ••• • • ••• •• •0s a PWS gym i IoNda " • •• • • • • 6ut utF�od} a •o� 0 •• • • • ABx�piml�aDN6 Z��p drawing no. 1 Iff W04-37 Miami Dude Pr mt Control .�r sheet g of Q • • • • • • • • • • • •• •• • • • ••• •• ••• • • • ••• 0 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1 e F� o E12 O Y4 arp F V4 o� v ti o n E13 a GGG 3 z� a SEX14 ," LX F DRILLING SCREWS a g AT a FROM ENDS E13 AND 12"O.C.MAR. V4 = Nm � M E12 v Op8o V G M21 o Z + V4 U 14 u. U E1 3 S �N S2 V1 T ZO E4 FNM O V4 � c� E11 O _ • E79 o w j e �• VRODUCT MIE\VED •'�.•'• •• • • as complying with On Florida ��tP ��yy.. h n AvRd05g CnAe /[ „� �•V 6 c m S d (O/X) • •• rY ace c� p1�� y s i • •• • • •• V4 TRhy—il —BWIK4 � Cgntrot� Enge:JAMAD ARM •.. '.•••`• •• *0:• • • R PE 70592 n • • • • CAN.3533 •� t " iVIDAI • •y� $� � •• • • • EXTE40% droving no. W04-37 f}� •S.(° .� sheat 7 of 10 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEVATIONS 'vv FOR SPACING Z • S O Z 6• S8 O 4 U t R�C Li J ISD � ao TYPICAL AN S —SEE M. L O t FOR SPACPAC ING E3 I V4 E12 E13 U rW 4 !EE9 -- V1 O N a EBB I 0 � M m • L'i J °:n.°. o W 0 2E :2 n -' V4 S2 V4 E9 0:N 24 E6 EXTERIOR D.t.OPC. D.L.DAG. 1/8'MAX. IFAF WIDTH j i 1 SIDELITE MOTH DOOR FRAME WIDTH SHitd Eg (DOOR W/ SIDEL.ITE) V4 E19 •• ••• • • • • • •• �mSET!nh • • • • • • • • • q�li g r�d d l t� i E20 •• ••• •• • • • •• �..i Eq,:JAVAD AHMAD y� •t ctwL q • ••• •• ••• • • FM PE�._70592 • • • • • pROiJliCl'RITPIF'sWGA CAN. •" .. •t_ ' ,.y, a • • • •• • ns ra>AF1�i•1i n�hl6•Fiorida � � g,§ . '•Qo.�.• 9 .. •• • • • • • NMidlliBt7de �„ S � � $ n . < • •• • • • • AceeptmtclNo � •• • • • H,� 'ur�nte drawing no. TYPICAL ANCHORS SEE ELEV.FOR SPACING ifiemT Dade Product Contin '•t;It .Y• sheat 8 of SO • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 000 0 0 3.770-�I 3.750 ^{ ITEM B NUMBER READ. DESCRIPTION MATERIAL MANF./BUPPLIBR/RI'MARES I I 4.000 £1 RD45-023 1 FRAME HEAD 6005-75 - � �1 125 100 � i E2 RD45-024 1 FRAME SILL 6063-TS - - .090 2.125 5 14{ E3 RD45-022 2 FRAME LAMS 8063-T6 - O 3.000 1.25 L125- T '9 E4 RD45-004 1/LEAF TOP RAIL 6063-TB - 2.125 1.813 '•� 100 I E5 RD4S-021 1/LEAF BOTTOM RA1l 6083-78 - TYp, EB RD45-006 2/LEAF HINGE STILE INACTNE LEAF LOCK STILE 8005-T5 TYP. E7 RD45-002 2 VERTICAL JAMB STOP 6063-T6 - .887 I%= 0.87 w\a '8� IX=2.610 W\4 1.875 SS 0.873 Od\3 EB RD45-070 AS R£QD.GLAZING BEAD(lAA6.INSUI.GLASS) 6063-TS - O SX 1.363 W\3 E9 RD45-007 AS REOD. GLAZING BEAD(LAM.GLASS) 6083-T6 - SIDELITE HEAD/SILL SIDELITE JAMB E70 RM-017A AS READ. LOCK STILE ACTIVE LEAF 6005-75 - Ett TRANSOM JAMB Et DOOR HEAD Eft TRANSOM HEAD/SILL Ell RD45-014 AS READ. SIDELITE HEAD/SILL,TRANSOM JAMB 6005-75 - E12 RD45-015 AS REQO. JAMB AT SIDE LITE,HEAD SILL AT TRANSOM 6063-TB - a g� I�-1.872 4.209 E13 RD48-018 AS READ. SNAP COVER AGG 1.688 E79 R04B-029 AS REOD. INTERIOR SNAP COVER E20 RD46-030 AS READ. ANCHOR CLIP,8'LONG 6063-T6 .115 1.4170 .4.- M7 RD45-M01 4/LEAF HINGE ASSEMBLY 6005-T5 - Iu SeSI g 1.750 -062 I _ _ _ ^ 4A00 --ell M3 RO45-MO3 AS READ. FLUSH SOLT AT 3 POINT 2.025 Mt4 W31384FIK AS RE00. WEATHERSTRIPPING � 2.915 2.187 M20 3/16'x*1/2'x 4'SETTING.BLOCK. NEOPRENE e'FROM EACH END .158 4.125 E7 SNAP COVER - LOWE,DUROMETER 8515 SHORE A v M27 1/2'x 3/4'x 4"SETTING BLOCK. NEOPRENE 8'FROM EACH END&MIDSPAN & (i HINGE STILE . 184 LOW£,DUROMETER 85±5 SHORE A o Z 1 I(_`156 E8 INACTIVE LOCK STILE M24 R045-M13 4/LEAF HANDICAP OFFSET HINGE ASSEMBLY 6005-T5 1.687-e1 4.209 .875 W31429NK AS READ.WFARHERSTRIPPING - W Z Ix=2.262 1N\4 Lu �'j 1.248 V7 0375T270 DOOR W'STRIPPING FOAM Q-LON W O FRAME JAMB SX 1.024 a4\ ,1� J, 3 �--• V2 V-059 OFFSET BULB VINYL WSTP. PVC 1.750 V4 V-009 BULB W STROPPING,DUROMETER 75±5 SHORE A PVC W630R0,WV-3289 ' Z F-N 1.750 GLAZING BEAD V5 V-085 PEROXIDE THREAD-IN FINGER - TREMCO w n M I ES (LAM. {NSllL. GLASS 52 AS READ. 03/8'-16 X 2'LG.FULL THREAD HX.HD.. - 1 PER CONER ro S3 4/HINGE 112-24 X 3/4'LG.PHIL.F.H.MACHIN£SCREW ST ST HINGE INSTALLATION SCREWS a Q Z S52 25 S8 AS REOD. 112 X 1-1/4'LG.PHIL SMS. ST ST ASSEMBLY FASTENERS 3.125 �_ _ y0 ' 4.000 4'1 SES SUBST 4 FOR LACKS OPTIONS AND DESCRIPTION Qj �N g .875 tt�o 700 E1 ACTIVE LEAF LOCK STILE 1.246 O -'-I I�.562 S62 I I GLAZING BEAD E9 (LAM. GLASS) E4 TOP RAIL o w 1.875 (1.870�� .100 .860 .875 n.0701.375 URN�82 •• • • • • • •• m g g N n n •�- ♦ • • • • t • • • o i .t88 7.750 6.875 t.99 • • • • • • • S g B o a 3.750 E79 INTERIOR SNAP 4COVE • • • • • • • • • • ♦ • •• E2 FRAME SILL yy .. .500-1 r- Eqr..&MAD AHMAD •d o 3570 • • • • • ••• • • t�$�82 g� 082 • • • • ••• t•m�9YV8 •Wi6� lotiAa •O / 3 $ b .542 ,447 .758 • *• • • • t BnflJinO GBa I ----ii • 4111�- -1.7 �b r- � Browing no. 50 .625-e1 r W04-37ANCHOR CLIP E5 BOTTOM RAIL VERT. JAMB STOPeFtoSuttControt ; •. z ,~fe3 sheet 9 of10 i • • • • • • • • • • ••• • • • ••• • • SB `� I � J i-X 2-1/2- A PL ATE S2 IX r Q. O ifj:a i � O M / �z� 0 N LEAF TOP CORNER 8 z a, DOOR TOP CORNER TRANSOM TOP/BOTTOM CORNER Z � TZ� y !Z'Nf O� S2 � . •• •.. 1`X2-1/2'X 1/4" / • • • ALUM PIAYE $ H G o1 •• . • • •.• LEAF BOTTOM CORNER o n JA/AD AHMO $ ,� • •.• •• of* • . HA p f 70.592 DOOR BOTTOM CORNER IOELI T�P/B OM C SNER •• M I h 1 xd tiro Lorido �� v •• •• • • • • • AnSuilJii S�o •• • • • A�cce�Ptm�tc� o �^ r imdon ate 017 1_/ drawing no. `�` ! / W04-37 Mi°+nt Aode Product Control DI 7111:{ sheet 10 o—fl 0 • • • • • • • • • • • •• •• • • • •• •• WIND LOAD ANALYSIS COMPONENTS AND CLADDING (WORST CASE) BLDG.: D E S I G N HEIGHT=15'(SEE SKETCH BELOW) JB DESIGN & PERMITTING,INC. _ 22618 VISTAWOOD WAY AO ,BASIC WIND SPEED=175 MPH r B OTEL. 9 5 4-9 00 71-0 7 3 6 3428 WIND STANDARD:ASCE 7-10,FBC 2010 EDITION I I WWW.1 B D T E A M.C O M EXPOSURE:NON-COASTAL I I I IANCHOR UUACI I I BLDG.>60 FT. BLDG.<60 FT. i GARAGE i I I MIAMI, ROAD MMI,FL 33155 BASIC WIND SPEED V: 175 MPHWORK IMPORTANCE FACTOR 1 : 1 I AREA EXPOSURE CATEGORY : C RISK CATEGORY :2 / / FF// MEAN ROOF ELEVATION H :15 FT. TRIBUTARY LOAD AREA A :10M ELEVATION OF OPENING =15 FT. I II I cn 0 Kh= 0.85 (TABLE 6-3,PAGE 79) I p p I L ——————— — —— — J U s� Kz= 0.85 (TABLE 6-3,PAGE 79) ILS �tl FD(SERIES RD45) Kd= 0.85 (TABLE 6-3,PAGE 80) I 97"X 82y" I � � � p Kzt= 1.0 (TOPOGRAPHIC FACTOR-FIGURE 26.8-1,PG.252) I DP=+80.0/-80.0 VELOCITY PRESSURE Qh=.00256 Kh Kzt Kd V2= 56.57 PSF I NOA#13-1112.06 I KEY PLAN C-=) ' o VELOCITY PRESSURE Qz=.00256 Kh Kzt Kd V2= 56.57 PSF QN — ———— N.T.S O CLJJ GCp COEFFICIENTS (FIGURE 30.6-1,PG.348) ————————————————— G a a •• ZONE4=+1.00 -1.10 • • _ •••Di •••• • ZONE 5=+1.00-1.40 Q •••• (, • • • GCpi COEFFICIENTS =+ .18- .18 (TABLE 26.11-1,P258) DOOR LAYOUT • ul DESIGN PRESSURE P=Qh(GCp-GCpi)x.6 (AS PER FBC 1609.1.5) SCALE:1/8'=V-0" M •••• • • s • DESIGN PRESSURE P=Qz(GCp-GCpi)x.6 (AS PER FBC 1609.1.5) �1 ••• •• • o••• ZONE 4=+40.1 PSF/43.4 PSF-NOT USED ZONE 5=+40.1 PSF/-53.6 PSF •••• • • •• • ^^ •••s •••• • • • V1 • •• w �. ,• • SYMBOLS z ® WINDOW/DR MK. r * I c U ® OPNG.MK. - 0 "X" OPERABLE I Q T "O" FDD _ ��s I W 1. REPLACE EXISTING GARAGE - a t �� Z DOOR WITH NEW IMPACT RATED z W SWING DOOR W/SIDELITES.AS < = SHOWM. > t LL 2.REFER TO APPROVED NONS FOR V J O W PRODUCT SPECIFICATIONS& - ATTACHMENTS. i I – Z Z W !� Q z a 3.ALL PRODUCTS ARE IMPACT I c U m RATED&APPROVED FOR USE IN - W cc THE HVHZ. _/ _ c 0 V SCALE: AS NOTED ELEVATION CHECKED., DRAWN BY: JBD SCALE:1/4"=11-0" ISSUE DATE: 04/21/16 SHEET# P 1