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WS-14-2722 Miami Shores Village Building Department 1 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972Y- INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [-]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ) 6 A)G✓ lD/ sr City: Miami Shores County: Miami Dade Zia: / Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type:1,d acre e_ Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): T)IM n TNye_srmeyu t 'P LLC Phone#: Address:- Z.I SO bi - i O City: g l A t eG V— State: FC1 Zip:330[U Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: lam" (- ey)j �v142eri vs.g �1� 4 Phone#: .7'b 5-- S£rS'53-2 r Address: 7t SO W. L U'4' a L�e_ City: lk(q L f ei �N State: Zip: 330 f b Qualifier Name: DGS d %�>I QA 4 Phone#: -30S-'V ?-P24 7 State Certification or Registration M C6-6l S-( 9-7 SI-7 Certificate of Competency M DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ off,®�- `�a Square/Linear Footage of Work: 2, Type of Work: 1:1Addition ❑ Alteration 1:1New �epair/Replace ❑ Demolition Description of Work: R•e yvv v-e- ao *ain v► a.,..d Isar RL A®2 S a v, o( Q 2 PI g G e- -Eb r E Specify color of color thru tile: Submittal Fee$ ® ` Permit Fee$ �� _ QA_\ 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) 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 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. (Ak-1 Signat , Signature Qef!�Jh 41)1&K11AA- OWNER or AG T CONTRA OR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 120 by day of 20 , by `Wv j Ra dr0► Q W 67—who 4 know o 11►� I)l AA 011A ,who i ersonally know 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: Sign: SQVJJA R-ew Print: P '' Print: qY A i « otary Public-n26, '°�P o Seal: + :z. SANDY ROMERO r;% oQ; My Comm.ExpirSeal: `� Notary Public-State of Florida MY Comm.Expires Jul 26Commission 2015 Commission#EE 116040 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) MIAMFO MIAMI—DADE COUNTY,FLORIDA 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 (NPA) vnyw miamidade.sov/nera/ Labrador&Fundora Corp dba V&V Windows 2355 W 4h Avenue Hi0leakyL 33010-1454 SCOPE: This NOA is being issued under the applicable rules find- — ernng the use of construction materials. The documentation submitted has been reviewed and,. pted by Miami—Dade County PERA— Product ERAProduct 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 11300" Outsrwing 8'0" Glazed Aluminum Entrance Door—L.M.I. APPROVAL DOCUMENT: Drawing No. W10-08, titled "Series Aluminum Out—Swing Entrance Door sheets 1 through 12 of 12, dated 02/24/10 with revision "C" dated 11/22/11, prepared by A.1— Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: 1. The maximum positive exterior design pressure shall be+66.30 psf where water infiltration requirement is needed. .2. Glass lite wider than 36"shall be supported with approved setting blocks or clamps per FBC requirements. 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 Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 10-0406.04 and consists of this page 1,evidence pages E-1 and)r2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. MlAWDAD9 COUN W NOA No.12-0113.02 ... , , Expiration Date: September 01,2015 ,IZ' Approval Date: April 19,2012 Page 1 . r Labrador&Fundora Corp dba V&_V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1: Manufacturer'sAie drawings and sections. (S'u'bmitted under previous NOA No. 10-0446.04) 2. Drawing No. W10-08,titled"Series Aluminum Out-Swing Entrance Door(L.M.T.)", sheets 1 through 12 of 12, dated 02/24/10 with revision"C" dated 11/22/11,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P. E. B. TESTS r 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, Type "C" swing door, Grade 10, per FBC 2411.3.2.1,TAS 202-94 and per ASTM F 842-04 along with marked-up drawings and installation diagram of an Aluminum outswing French door, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-0403.02-08,dated 01/18/10,signed and sealed by William R. Mehner,P. E., ' Henry Hattem,P:H. and`Edmundd J.,Largaespada;P.E. (Submitted under previous NOA No. 10-0406.04) C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBG-2007, dated March 18, 2010, prepared by Al-Farooq Corporation, dated 08/10/10, signed and sealed by j Javad Ahmad,P.E. (Submitted under previous NOA No. 14-0406.04) 2. Statement letter of conformance and compliance with the FBC 2010, prepared by Al-Farooq Corporation, dated 11/21/11, signed and sealed by Javad Ahmad,P.E. 3. 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. 114624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/2011, expiring on 12/11/2016. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.12--0113.02 Expiration Date: September 01,2013 Approval Date: April 19,2012 E-1 . f Labrador& Fundora Corp dba V&V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance with the FBC 2010, prepared by Al-Farooq Corporation, dated 11/21/11, signed and sealed by Javad Ahmad,P. E. 2. Statement letter of no financial interest, conformance and compliance with the FBC 200'1, prepared by Al-Farooq Corporation, dated 04/30/10, signed and sealed by Javad Ahmad, P. E. (Suhmilled under previous NOA No. 10-0406.04) 3. Asset purchase agreement dated July 28, 2009, signed by Mr. David Labrador and Mr. Candido D. Vega. (Submitted under previous NOA No. 10-0406.04) 4. Laboratory compliance letter for Test Report No. ATLSF-0403.02-08, issued by American Test Lab of South Florida,dated 01/18/10, signed and sealed by William R. Mehner,P. E.,Henry Hattem,P. E. and Edmundo J.Largaespada,P. E. (Submitted under previous NOA No. 10-0406.04) G. OTHERS 2. Notice of Acceptance No. 10-0406.04, issued to Labrador & Fundora Corp dba V & V Window for their Series "300" 810" outswing Glazed Aluminum Entrance Door-L.M.I.", approved on 09/01/10 and expiring on 09/01/15. Jaime D.Gasc ,P.E. Product Control Section Supervisor NOA No. 12-0113.02 Expiration Date: September 01,2015 Approval Date: April 19,2012 E-2 Z o f � � h Ig L 4( Q$�E � THESE DOORS ARE RATED FOR LARGE& SMALL MISSILE IMPACT. ; . SHUTTERS ARE NOT REQUIRED. w ALUMINUM OUTSWING ENTRANCE DOOR co E ' SINGLE (X) AND DOUBLE ()O() LEAF DOORS W/O TRANSOM SEE SHEET 2. g a c SINGLE (O/X) AND DOUBLE (O/XX) LEAF DOORS WITH TRANSOMS SEE SHEET 3. 1 Ii 3 f R SINGLE AND DOUBLE LEAF DOORS WITH SIDE SEE SHEET 4. y> SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES AND TRANSOMS SEE SHEET 5. QI LOWER VALUES FROM SIDEM CAPACITY CHART OR DOOR CAPACITY WILL 3 > APPLY TO ENTIRE SYSTEM. S$ o v N 2 1/6'HEAT STREN'D GLASS 3/18"HEAT STREN'D GLASS DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION o 090'INTERLAYER Ogo°INTERLAYER RESISTANCE IS REQUIRED. BUTACITE PVB IN'DUPONr BUTACITE PVB BY'DUPONT' THIS UCT HAS BEEN THE 1/6'HEAT STREN'D GLASS 3/16"HEAT STREN'D GLASS REQUIREMDENTS OFF THE FLORIDA IGBUILD NG CODE 2010 EDITION NED AND TESTED TO YINC UD NG HIGH VELOCITY HURRICANE ZONE(HVHZ). 8 c SILICONE SIUCONE o R R WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER Ed pE()pRAg ggg DOWRggg z; LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS g EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 20 \� 20 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL io 0 26 ) !! 26 1 ( A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. °m f ( MATERIALS INCLUDING BUT NOT LIMITED TO STWMETAL SCREWS,THAT COME INTO 8 m m CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS 21 ! OF 2010 FLORIDA BLDG. CODE SECTION 2003.8.4. ew 0 FIA.PE& CAN,4&05 2 PRODCT REYI$BD by Y 3 BiePlmida GLASS TYPE 'A' GLASS TYPE 'B' GLAZING DETAIL Iti6dingCodv AccvNtnncvNo '� �� •� 6118°OVERALL 1Aµ.GLASS 7/18'OVERALL LAM. GLASS AT SIDELITE/TRAN90bf GLAZING OPTIONS V o Comro! �10�08 sheet 1 of 12 39 B/8°MAX. 78'MAX. FRAME W. E WIDTH �Y O 12' MAX. Z 3 5°MAX. A H 5'MAX. A HEAD O HEAD/S91 /S I I'LL F 1 CORNERS SILL CORNERS I --"-"-� �v i 11 — \ ANCHORS ATc n AT SRLE ENDS � (4)AT 3'O.C. V n q 0J,II i � P' it °tet I � �WS � x 30�' p 41 I x p I 7W �tq� m g 7 C \11 Z11 m� i / e• 1 ACTIVE ' I ACTIVE I 9JACTIVE H a SURFACE APPLIED l3 SURFACE APPLIED B FALSE MUNRNS OR �p FALSE MUN7¢JS OR - Jig DECORATIVE GRILL 28 3/4'MAX. fD p DEC ORAIM GRILL28 3/4°MAX. 28 3/4°MAX. tO N MAY 8E USED D.L. OPO. MAY BE USEDD.L.OPG. D.L.OPG. 36 3/4'MAX. LEAF WIDTH LEAF V:IDTH - (X) (XX) g p DOORS LOAD CAPACITY- PSF DOORS LOAD CAPACITY - PSF c $ SINGLR DOORS WITHOUT TRANSOM (x) DOUBLE DOORS WPPHOUT TRANSOM (%X) C GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE NOTE: DOOR DIMS. 'A' 'E' DOOR[HIM 'A' 'R' GLASS CAPACITIES ON THIS SHEET ARE 2121 FRAME FRAME H00HTEXL(+) INT.(—) EXI'.(+) INL(—) WIDTH FRAME' EXL(+) KT.(—) EXT.(+) 9�T.(—) BASED ON ASTM E1300-04 (3 SEC. GUSTS) HEIGAND FLORIDA BUILDING COMMISSION 37—s/a' 98° 70.o eoo 70.o eO.o 72° 98, 70.0 80.0 70.0 so.o DECLARATORY STATEMENT DCA05—DEC-219 39-5/8' 88.3 76.8 88.3 79.8 78' 88.3 75.8 88.3 75.8 y g ^T C 6 m U O Engr.'JAY U UBIAU d o GVIL RAPE 178 92 ODUCTRW4MM as cornAyw wilt Ow kJwwaawwwscoft to , ace�mosNo �t �Z v v` Zoos drawing no. N e conical Wj 0-08 ` sheat 2 of 12 39 5/a•MAX 76•MAX. FRAME WIDTH FRAME WIDTH 35• 71 5/18° 0 D.L. OPG. 12, D.L. OPG. 12' 0 g 5•MAX. 5"MAX. HEXAD ALUM REINF. HEAD/SILL F 3ILL HO /SILL F SILL ' CORNERS a� ORNERS (2)ANCHORS (4)ANCHORS 10 AT TRANSOM ENDS TTRANSOM ENDS A d n ..[SINGLE DOORS o DOUBLE DOORS p ' o ff a %i% G Z!! o 8 A . 0 i 1� E Q� w 11 I it \\iit i i Vi �♦� 1 1 aDnvE Vq� ACTIVE INACTIVE SURFACE APPLIED B m SURFACE APPLIED FALSE DECORATIVENGRILL ro $ Fp E MU OR ,6 o o 26 3/4'MAX. ECORATIVE GRILL 26 3/4'MAX. 26 3/4•MAX. MAY BE USED D.L OPO. MAY BE USED CA-OPG. D.L.OPG. o 36 3/4'MAX. 36 3/4'MAX. $ g LEAF WIDTH LEAF WIDTH NOTE:GLASS CAPACITIES ON THIS SHEET ARE (OLX) (O/XX) BASED ON ASTM E1300-04 (3 SEC. GUSTS) c m = AND FLORIDA BUILDING COMMISSION ° $ DECLARATORY STATEMENT DCA05-DEC-219 8 " DOORS LOAD CAPACITY- PSF MOORS LOAD CAPACITY - PSF SINGLE DOORS TYITR TRANSOM (O/4) DOUBLE DOORS WITH TRANSOM(O/XX) ° 4 GLASS TYPE GLOB TYPE GLASS TYPE GLASS TYPE Emp: AP AFIMAD DOOR DIMS. 'A' 'H' DOOR DIMS. 'A' 'H' ,FLA:'PE 7" n WIDMFRAME HEIGHT EXr.(+) INL(-) E7(T.(+) QJ'f.(-) FRAME FRAME !70.0 (+) UIT.(-> TXT.(+) INT.(-) CAW DUCTRHVISBD WIDTH RETORT as aompIftwhhRreF[mWs '• 37-5/8° 70.0 80.0 70.0 80.0 72' BD.O 70.0 Bo.O udAcc �@W No o���3 A'z i y I 12078, 120° .3 7S9 68.3 75.8 �0�� $' drawing no. mm; W1 Q-08 ' shtlet 3 of 12 ' .t • DESIGN LOAD CAPACffY- PSF - 145" y SIDELITES WITH SINGLE OR DOUDLE LEAF DOORS WITHOU4T.TRANSOM FRAME WIDTH ! GLASS TYPE'A' GLASS TYPE`H' CLUSTER OF 31 3 8° ° / 3 BIDE= SmIlum 12 4 ANCHORS 12°. Z m SIDELRE FRAME ®ELITE SIDELITE () MAX D.L.OPG. n � WIDTH HEIGHT W/0 FMW' TT/ALUM FAM. W/O REINF. W/ALUM R mw. AT HEAD/SU 0 3" HEAD L�I. INCHES INCHES L7R.(+) IM.(-) E7LT.(+) INE(-) EXT.(+) W.(-) EXT.(+) IM.(-) TYP. SILL 1"' 24 70.0 80.0 70.0 50.0 70.0 80.0 70.0 80.0 J A 28 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 32 80 70.0 80.0 70.0 -80.0 7D.0 80.0 70.0 80.0 1 �o 38 70.0 60.070.0 80.0 70.0 80.0 70.0 60.0 40 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 24 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 28 70.0 80.0 70.0 8D.0 70.0 80.0 70.0 80.0 3284 70.0 80.0 70.0 80,0 70.0 80.0 70.0 80.0 38 70.0 80.0 70.0 80.070.0 1 80.0 1 70.0 80.0 40 70.0 80.0 70.0 80.0 70.0 1 80.0 70.0 80.0 24 70.'060.0 70,0 80.0 70.0 80.0 Tao 80.0 ze 70.0 80A 70.0 80.0 70.0 60.0 70.0 80.0 32 6o 70.0 80.0 70.0 Bao 70.0 60.0 70.0 80.0 o VI II I 36 70.0 80.0 70,0 60.0 70.0 80.0 70.0 80.0 40 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80,0 24 70.0 76.8 70.0 80.0 70.0 75.6 70.0 80.0 28 70.0 71.2 70.0 Bao 70.0 712 70.0 80.0 32 87.4 87.4 70.0 80.0 87.4 87.4 70.0 B0.0 36 84.1 84.t 70.0 7&5 84.1 64.1 70.0 80.0 ALUMINUM 12 STIFFENER p ACTNE I INACTIVE 5 ani f p vY> SURFACE APPIJED FALSE MUNIINS OR B a'Q $ • DECORATIVE GRILL 28 3/4°MAX. 28 3/4°MAK .9�o a SIDt1RE WIDTH DOOR WIDTH MAY BE USED D.L OPG. D.L OPG. 0 StDELITE WIDTH MAX, 38 3/4°MAK ALUM REINF. SEE CHART AT UFT LEAF WIDTH USE AS PER CHART NOTE: (OXXO) FOR DOORS CAPACITIES SEE SHEET 2. o FOR SIDEL)TE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. 0 C6 m U O O Efl61:JAVAD AHMAD : o •CM�L� DTICE RT3VHD3D a NOTE CC•A�N 0592 ?d 1 wEIhOmFI0Tid8 GLASS CAPACITIES ON THIS SHEET ARE �t6 BASED ON ASTM E1300-04 (3 SEC. GUSTS)AND BUILDING COMMISSON tialkrcddt--�con. drawing no, DECLARATOI DA STATEMENT DCA05I Y DEC-219 W1 O-OS sheet 4 of 12 DESIGN LOAD CAPACITY - PSF 145' `, u . DWIES W/SINGLE OR DOUBLE LEAF DOORS W/TRANSO FRAME WIDTH CLUSTER OF((9)ANCH0R5 �Y GLASS TYPE'A' LA88 TYPE'B' FOR NSTALIATIONS INTO WQOD 31 3/8° 71 6/18° 31 3/8' BIDELITE BIDELPPE AND THRU WOOD BUCKS ONLY--.,, D.L.OPO. D.L.OPO. D.L OPO. Z ° SIDELRE FRAME CLUSTER OF FOR FOR ALL WIDTH WOW W/BTL.REM.W/BTL MWF. 0 (6)INSTALLATIONS 2' o. INCHES INCHES EXT(+) INT4-) EKT.(+) INT(-) ALUM REINF. 12° g 24 70.0 80.0 70.0 80.0 3° MAX. $ V 28 70.0 80.0 70.0 60.0 J HEAD 0 ' 32 88 70.0 80.0 70.0 80.0 _ - - -�� SILL - IK 36 70.0 80.0 70.0 80.0 40 1 70.0 80.0 70.0 80.0 -- - 2470.0 80.0 70.0 80.0 m n 70.o 80.0 70.0 00.0 o b K •i%j M G j �j j�j g Q e 32 102 70.0 80.0 70.0 60.0 N d Q� 36 70.0 80.0 70.0 BDA �pQ Im 70.0 60.0 70.0 60.0 Z- 24 70.0 60.0 70.0 60.0 I Z 28 70.0 80.0 70.0 60.0 32 106 70.0 60.0 70.0 80.0 36 70.0 80.0 70.0 40 70.0 60.0 70.0 80.0 24 70.0 60.0 70.0 60.0 \ 28 70.0 60.0 70.0 80 II N H E 114 .0 d II / H 1 \ �x 32 70.0 80.0 70.0 50.0 38 70.0 77.4 70.0 n.4 'o w 24 70.0 73.6 70.0 73.8 m�' II II Igig 28 70.0 70.1 70.0 70.1 M o LI LI I I 32 '� 66.8 66.8 689 669 a p N 36 83.6 63.6 63.9 619gym CHANNEL o CHANN 9VWX I ACTIVE I INACTIVE , - � � 1 yl SIDELITE WIDTH J DOOR WIO1H ol SURFAf APPLIED c d 666 FALSE MUNRNS OR o DECORATIVE 26 3/4'MAX. 26 3/4'MAX. CLUSTER OF 'ip MAY BE USED USED (6)AN(310RS c 0�i D.L OPG. D.L.OPG. AT'SBl STEEL REINF. 38 3/4'MAX. $ NOTE. USE AS PER CHART LEAF WIDTH FOR DOORS CAPACITIES SEE SHEET 3. m o �m FOR SIDELfI'E CAPACITIES SEE CHART ABOVE. o 4�g� LOWER VALUES FROM DOOR OR SIDELITE CHART S WILL APPLY TO ENTIRE SYSTEM. <m v o `T B9"JAVW po d o -t PNE.3538 p 70592 PR011UCTR1msm99 g bA , eDmldwith Flolide Cc the § NOTE: BC GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) drawing no. AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 o»aol Wl0-08 1 :haat 5 of 12 • TYPICAL ANCHORS ,BY 28Y W00 K ��V SEE ELEVATIONS WOOD BUCK OR 9/18°NW. FOR SPApNG n ' I' WOOD STR METALSTRUCTURE 3 THROW BOLT • e .�- vd° UC PENETRATION 8 r � TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS ggQQ FOR SPACING FOR SPACING FOR SPACING0N n 8 bj I 19 LL �0 9 WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WINDOWS ; g MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. U TYPICAL ANCHORS: SEE ELEV.FOR SPACING 1/4" DIA TAPCON BY 'TIYd' OR (Fu=120 KSI, FY-92 KSI) a 1/4" DIA. ULTRACON BY 'ELCO (Fu-177 KSI, FY-155 KSI) �' c g � '~ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD u o THRU 1 BY BUCKS INTO CONC. OR MASONRY oTl 1-1/4" MIN. EMBED INTO CONC. OR MASONRY >1 DIRECTLY DIRECTLY INTO CONC. OR MASONRY A 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY 0 814 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090'7 INTO METAL STRUCTURES $$ STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) o 9 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. I I 1S INTO WOOD STRUCTURE = 1" MIN. 24 INTO METAL STRUCTURE = 3/4" MIN. s>3 CONCRETE AT HEAD, SILL OR JAMBS f e - 3000 PSI MIN. 0 6 C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. DOOR DETAILS c SEALANTS: AD 1 C 3g FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL FLA.PE 92 B 3 METAL PARTS CONNECTIONS SEALED WITH PTI SILICONE. CA9 PRODUCTRBVl= WEEPS z N. >BWMftcodo a'a .d. > a ° '. WEEPS; AewptenwNO 11 a.02 1'2 MIN TYPICAL ANCHORS < 3/16' X 3/4'WEEP SLOTS AT 3' FROM EACH END 11 /$ drawing no. SEE ELEVATIONS `' $ �� FOR SPACINGPENEFR `1 Mlgpaf pc W10-08 ' sheet 6 of 12 %�I.V o 1/4'MAK O O 1/4' MAX, SHIM C' � SHIM Z n � MY METAL a WOOD BUCK �,', STRUCTURE 15 2` _ thtt TYPICAL FCS 7 tl ;••. SEE ELEV.ANCHORS &Q Q FOR SPACING `e FOR SPAC N( eI EXTERIOR � 17 17A B D.LO. 7 �. :.�...•. ���g LEAF�� O FRAME WIDTH J W 1/q' MAX. SHIM Z °J. QON 1/4.bA1L O SHIM >d- � � OR wDoO ucK Z >� _ OR D UCRRtEo 3vs 20 _ TYPICAL ANCHORS.•. ® ® tf SEE EIg FOR SPAgNGNG e.Q•.1 •, 1S 1 8 D.LO. 7 B �I ELEV. RS 17 17A FOR SPACING LEAF WIDTH EXTERIOR o�' as FRAME WIDTH s • 0 • O Engn JAVAD AHMAD •, PRaPiosez rRonuerTRHvlsBn g ca�L asoomplyingwilhdmnorlda AcOPMMNQ ��V plS drawing no. DOOR DETAILS nnm� Control W10-08 sheet 7 of�Q TYPICAL ANCHORS 4 U SEE ELEVATIONS 1� FOR SPACING IQ 0 p 0O � Oa � ap 10 aa�a LLZOjs� a - �ROY� BOLT y ,0 PENETRATION 1/4'WY.-, 21 L— — -------J REOD.AT SHIM OO DOUBLE()Df) c� P DOORS Y I I 5 lir3��� �a zo 21 � 'oY�!3tdS I I 24 18 TYPICAL.ANCHORS"<p O I I SEE ELEV. FOR SPACING - S n ' D.LO. ° lop FRAME WIDTH a c 0 ° OML • Enpr:JAVA AHMAD'• N •p0, 7g3 FIA.PEE IM92 PRODUCTRBVi.SBD g 3 CJ{.N. � m>;oom9YtM v Oh ft Mo,ide ,��2011 , t�,pdcaao 0I1 02 � i DI$ drawing no. TRANSOMDETAILS M1�tiemiUedoProauacoaaot W10-08 sheet g of 1p TYPICAL ANCHORS �v SEE ELEVATIONS FOR SPACING o_ a O #'AT I FROM� O O a 27 AND 24°O.C. wx ii o o ci J ,D m D.L.6PG, D.L OPG. 4 w �. 21 O O DOORS W/0 TRANSOM CAN BE L• 1/4°WX X10 X 3�4°FH TEKS W�OR WRHOUT ALUM REINFORCING DOORS W TRANSOM ARE WITH STEEL REINF.ONLY F SHIM a I'•I AT 10 FROM ENDS N SEE SHEETS 4 AND 5 FOR CAPACITY Z o j AND 24'O.C.W. .o•c E o e c3 >� ;201�Iu S a'. It gaii' Effffi1 O TYPICAL ANCHORS a SEE ELEV. II FOR SPACING -�L C .:.4•.1 :.i Q�N C D.L. OPG. D.L.O. o 4 LEAF WIDTH C FRAME WIDTH ,0 1RH O t� 21 O O � JAVA MAD }� L � F.Ilgr. N t g FLA. C.A.&B T392 FODUCCREdISBD g n ` ramps�ow{th dro 11w'Idu v, W.Aamp NO i V � � •8 �u > n MAI.ANCHORS °•_'v:.. •,a;•:.a v R' FEE� oNs 94CSID&LITE DETAILS s +� Mad W10-08 sheat g oP�Q ITEM 9 PART @ RM. DEBCFdMON MATERIAL MM./SUPPLIER/REMARKS �u 1 V501 3/DOOR FRAME HEAD/JAMB 6063-TES - �I 2 V502 1 FRAME SILL 6063-T6 - 3 V503 1 SILL COVER 608346 Z gh 4 V504 AS RECD. SIDEUTE STILE 6083-T6 5 VMS 2/LEAF TOP AND BOTTOM RAIL 6083-TES $ F 6 V506 1/LEAF HINGE STILE 6053-T6 - 7 V507 1/LEAF LOCK AND ASTRAGAL STILE 6063-T6 - F V513 AS READ. INACTIVE ASTRAGAL STILE 6053-T6 C 9 V&M 2/LEAF SWEEP ADAPTER 6053-76 10 V509 AS READ. SIDEIRE ADAPTER 6063-16 11 V511 AS REOD. GLAZING BEAD- 5/16°GLASS 6063-Te - CY 11A V517 AS REOD. GLAZING BEAD- 7/18°GLASS 6083-TES - r 12 V512 AS REOD. REINFORCING STIFFENER 6083-T6 - N7 W 12A - AS READ. REINFORCING CHANNEL STEEL 36 10 13 - 2/LEAF 3/F'THREADED ROD STEEL - 14 - 1s V514 2/LEAF FLUSH BOLT SUPPORT ANGLE 6063-T5 1-1/2'X 1-1/2'X 3/16" 0 to — 17 - 3/LEAF BALL BEARING HINGE ASSEMBLY - - 17A - 3/LEAF 3 PIECE HINGE ASSEMBLY - v 18 - - - 16 - AS REOD. FIN SEAL PILE WEATHERSTRIPPING 20 V516 AS READ. BULB WEATHERSTRIPPING SANTOPRENE DUROMETER 60±5 21 #8 X 1/2' AS REOD. GLAZING ADAPTER SCREWS ST.STEEL. PH TEKS.AT 2'FROM ENDS&8'O.C.MAX. I Li 22 #10 X 2' AS REOD. FRAME ASSEMBLY SCREWS ST. STEEL PH SMS 23 - AS REOD. SIDE LITE ADAPTER SCREWS ST. STEEL - E 24 #8-32 X 1/2' 2/MOLE SUPPORT ANGLE SCREWS ST.STEEL m MS �o 25 - AS REOD. BUMPER SPACER SILICONE - 5? a - 26 - �vd LOCKS: HINGES: g e>$ ACTIVE LEAF OPTION Ate g$N OPTION&1: 4-3/4"BALL BEARING HINGES 3 PER LEAF 0 3 PONT LOCK ASSEMBLY BY'SULLIVAN AND ASSOC.' BOTTOM HINGE AT a-3/8' FROM BOTTOM RAIL 7/16'X 3'THROW BOLTS AT TOP AND BOTTOM TOP HINGE AT 11'FROM TOP RAIL ENGAGING FRAME AT HEAD AND SILL CENTER HINGE AT MIDSPAN THROW BOLTS ATTACHED TO LOCK BY CONNECTING RODS HINGES FASTENED WITH #12-24 X 1/2'FH MS LOCK LOCATED AT 52-3/4'FROM BOTTOM SEALANTS: LOCK HANDLE AT 49-1/2'FROM BOTTOM OPTION J2: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH o OPL70N&2: 7-13/18'THREE PIECE HINGES 3 PER LEAF PTI SILICONE. CONVENTIONAL DOOR LOCKSLT WITH HANDLE BY BOTTOM HINGE AT 8-3/a' FROM BOTTOM RAIL TOP HINGE AT 11'FROM TOP RAIL �t 'SULLIVAN AND ASSOC! LOCATED AT 39'FROM CENTER HINGE AT MIDSPAN BOTTOM HINGES FASTENED WITH #10-24 X 1/2' FH MS KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LDCK BY'SULLIVAN AND ASSOC.' c LOCATED AT 4e MOM BOTTOM c m INACTNE LEAF CONCEALED FLUSH BOLTS BY'SULLIVAN&ASSOC.' 1/2'X 2'THROW BOLTS ENGAGING FRAME AT Engr.JAVAD AHW e HEAD AND SILL FLA., ggL jOgg2 �` M MANUALLY OPERATED LEVERS MOUNTED ON CAN..3�8 (jC7'ggy(gg0 , INSIDE FACE OF LEAF STILE LOCATED AT oomplyfigwhb aw Florida 10-3/4'FROM TOP AND BOTTOM stdwift Coda -b LOCK FASTENED TO STILE WITH(2) 38-32 X 1/2'FH MS /5 drawing nopp. NOTE: LOCKS ED DURING PERIODS OF HURRBE ICANE WARNING. c Wl O—DC7 gdgpTod0glCoaaol� • sheat 10 of 12 I-4.000 V I .078 a.SBa o9a 1#1.-2 4Y 3 626 aa Q ,.L2125 1.760LF .078 id ° o o 6 2Typ' 4-3/4" O° 02.0184.000 FRAME HEAD/JAMB a HINGE STILE21.750-N 5.313 #12-24 X t/2"FH MS078CRS ME 23,�• 4 X 1/2"FH PAS �y CRS TYPE 23 .828 17 17 d t' 1.750 3 PIECE HINGE BALL BEARING HINGE F a.0oo O 3.600 4.888 1.2101°- 078 TYP. 4.000 126 1YP. II 6 INACTIVE ASTRAGAL STILE °1 .628�I 3.532 3.782 �+-4.000 5 TOP & BOTTOM RAIL 626 I g o v m 5- 1500 1.750T- 078 t.aBa a IYP. o a`3�' G .080 .094 1.000 .388 z EI ,.808 7 LOCK/ASTRAGAL STILE s SWEEP ADAPTER 2� 2.200 3.720 1.134 � 0 2252 082 •'� 4.176 , STIFFENERS t.oto �4$ 1.164 078 580 TYR c m m- S SILL COVER .719 045 E ffi as 2.183 1.576 11 .840 501 4 SIDELffE STILE GLAZING BEAD - 7/16- GLASS anvilP WOOd 'n Cw 1.133 g .088 498 BCAN.'3 8705n'. 9RODUCTRSVM .� .5'A8�3- ascamplyingwBhtluRlsdBs 8 T 079 .062 •814 '7 .050 ' q �BAccepGttai�ee Nu �`4 13.0 • ri A drawtn no. 6 e 4.000 -*M 1.313 tt .809 BY. Mim.Date D Ont[O z FRAME SILL to LIT SIDEE ADAPTER GLAZING BEAD - 5/16" GLASS sheat 11 of 12 J g�aa 0 13 J $ Li o� r Rg�om 22 $1 a! �c C>�tBS 0 13 o _ .. EW.JAS� ,{. •0 0 C.APN ,&512 &82 IODU.TMMW g i1^ AA -MmplyinBwilblheFtmida �' � r drawing no. sheet�2 of�2 MIAMI•DADE m1Wtiu DARE COUNTY MINNPRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SSV 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 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 "Eco—Guard 500" Outswing Aluminum Casement Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W11-05,titled"S-500 Alum.Outswing Casement Wdw. (L.M.I.)",sheets 1 through 6 of 6,dated 02/23/11,with revision C dated 01/11/13,prepared by Al—Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. ?MISSILE IMPACT RATING:Large and Small Missile Impact Resistant 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 Control 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 entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-0223.27 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. r` NOA No.13-0206.07 MIAMI-1 COUNTY Expiration Date: May 19,2016 Approval Date: May 02,2013 Page 1 i� Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W1145,titled"S-500 Alum. Outswing Casement Wdw.(L.M.I.)", sheets I through 6 of 6,dated 02/23/11 with revision C dated 01/11/13,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 a casement window, prepared by Hurricane Engineering and Testing,Inc.,Test Reports No. HETI-10-3140,HETI-10 3141,HETI-10-3142,HETI-10-3143 and RETI-10 3144,dated 12/29 30/10, all signed and sealed by Candido F.Font,P.E. (Subinitted under NOA#11-0309.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBG-2007, prepared by Al-Farooq Corporation,dated 03/01/11,signed and sealed by Javad Ahmad,P.E. (Subinitted under NOA#11-0309.06) 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. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butaeite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010,and of no financial interest,dated January 27,2012,signed and sealed by Javad Ahmad,P.E. (Subinitted under previous NOA#12-8223.27) G. OTHER 1. Notice of Acceptance No. 12-0223.27,issued to Eco Window Systems,LLC for their Series"500 ECO-Guard"Outswing Aluminum Casement Window- approved on 05/03/12 and expiring on 05/19/16 Manuel PVI,P. . Product Control xamin r NOA No. . 7 Expiration Date: May 19,2016 Approval Date: May 02,2013 E-1 Vr8 37" u WINDOW WIDTH ; 35" VENT WIDTH Z 29 3/9- FALSE FALSE MUNRNS I" 1/8'TEMP.MASS (SURFACE MAY BE USED O.L.OPG. m o- WD 31W AIR SPACE 1/8"HEAT STREWD.GLASS 1/8"HEAT STREN'D.GLASS B7E INTERLAYER .090'0UPOffr INTERLAYER 'DUPONT' i� // (c 1/s"BEAT STREN'O.GLASS i/a"HEAT sTREN'D.GLASS �� / p� 8 p. SIUCOKE SILICONE F DOW CORNING 899 DOW CORNING 899 0 Y i� I � 0 0 == In 19 it NNOT�CH GLAZINGSEW AT LEG LAM.CLASS TO CLEAR BLOCKS 4 GLASS TYPE 'A' CLASS TYPE 'AA. I 8 POINT LOCK GLAZING OPTIONS MA). 7"MAX. Z o HEAD HEAD/SILL yi LOCKING PP�T SRL CORNERS SEE WOW.REMKNOO.OF TYPICAL ELEVATION �ERS W� UPTO AT SASH N 28' 2 O 38-3/8" 3 50-5/Y 4 ECO—GUARD SERIES-500 e" 6 ALUMINUM OUTSWING CASEMENT WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MAXIMUM DESIGN LOAD RATING -+ 70.0 PSF N eeR COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER (FOR SIZES SHOWN OR SMALLER) - 75.0 PSIF WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADS COUNTY APPROVED MULLIONS IN BETWEEN. -LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL n n WILL APPLY TO ENTIRE SYSTEM. 40ry+7" THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE S o 0 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE TONE(HVH2). THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. e c m WOOD BUCKS BY OTHERS.MUST BE ANCHORED PROPERLY TO TRANSFER SHUTTERS ARE NOT REQUIRED. 4 LOADS TO THE STRUCTURE. Engr.NWAINAD PRODUCr REVISED ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORSFLA PEm 70592 as complying with B e F►Orlde S^ EMBEDMENT TO BASE-MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. cutsu c& A ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE imltaa Date] �� NOT PART OF THIS APPROVAL NOTE: �y I .1 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. GLASS CAPACITIES ON THIS SHEET ARE 13 - I11.tlCon drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT BASED ON ASTM E1300-04 (3 SEC. GUSTS) , 'g 2�1 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE AND FLORIDA BUILDING COMMISSION W11-05 REQUIREMENTS OF THE FLORIDA BLDG.CODE SECTION 2003.8.4. DECLARATORY STATEMENT DCA05—DEC-219 sheet 1 of 6 TYPICAL ANCHORS �U toy SEE ELEV. yd( WOOD SUCKTYPICAL ANC10Rg FOR SPACING STRUCTURE SEE ELEV. ..-. FOR SPACING . . . .. I IMUMI^DARE CDUNTY APPROVED I1 ' a° '°a v a° °.•a' e- IMUUION&MULLION ANCHORS I Z w .e•, :<1" •! a-;'v d° a ° e• I iSEE SEPARATE NOA 1 F zd it TYPICALANCHORS SEE ELEV. TYPICAL EE ar 3 FOR SPACING FOR SPACING 7 Ip��jj s 'II B Q lit e1 ii � O WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. TYPICAL ANCHORS: SEE ELEV.FOR SPACING V y MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4' DIA. TAPCON BY 'ITW (FU-120 KSI,Fy-92 KSI) , AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1/4' DTA ULTRACON BY 'ELCO' (FU-177 KSI,Fyo155 KSI) Vl INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8' MIN. PENETRATION INTO WOOD a THRU 10Y BUCKS INTO CONC. OR MASONRY cc co I 1--1/4' MIN. EMBED INTO CONC. OR MASONRY 0 , 0O 4 x pi DIRECTLY INTO CONC. OR MASONRY 3 mo M c 3 1-1/4' MIN. EMBED INTO CONC. OR MASONRY Z 3 z 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) o INTO METAL STRUCTURES STEEL : 1/8' THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8'THK. MIN. (6063-T5 MIN.) 2 Itl mg (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o i e #12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-RADE COUNTY APPROVED MULLIONS (MIN. THK. 1/87 S (NO SHIM SPACE) o 13 TYPICAL EDGE DISTANCE i � fNTO CONCRETE AND MASONRY - 2' MIN. INTO WOOD STRUCTURE - 1' MIN. $ INTO METAL STRUCTURE - 3/4' MIN. 2 17 © CONCRETE AT HEAD,SILL OR JAMBS f'e = 3000 PSI MIN. a, H 10 18 ' C-90 HOLLOW/FILLED BLOCK AT JAMBS fm = 2000 PSI MIN. 1 0 0 1 1 8 Eng..JAVAD AMMO PRODUCTRRVISM 4: as complyingWTD,tha FM& oe FLA. CAHE 70592 Dundvoa g 3 Attep,mroe No gg -•.d .A a - .v. v .. e. Inion Dato •.° \S - $ TYPICAL ANCHORS ?.. t. WFICAL ANCHORS° BY SEE ELEV. SEE ELEV. Miwn ProductCoabal drawing Iro. .e FOR SPACING WOOD BUCK FOR SPACING J 152613 W11--05 sheat 2 0f 6 1/4-Max 1/4-MAX I SHIMS 1/4-MAX. z SHIM © S O SHIM 0 18 4 4 8 12 F' a TYPICAL ANCHORS TYPICAL ANCHORS g SEE ELEV. FL' FORPACING SEE EM 28Y wooD BuCFOR SPACING P. ---.-.-.-____SCREEN OPT. --____...___.._____ METAL STRUCTURE - - Q C 1 a WOOD BUCK �1 TYPICAL ANCHORS EXTERIOR a SEE ELEV. FOR SPACING D.L.OPO. VENT WIDTH ) Jc�1 WINDOW WIDTH z �^ APPROVED COUNTY MULLION O O SEE SEPARATE NOA TYPICAL ANCHORS Z i SEE ELEV. FOR SPACING s 0:10 rn Wrn�� I I o n n II II n n I I OS L--_J WWODW WIDTH WIWOW WIN 0 Eegr avAD AHHAD PR0DUCTRBV148D •u ggg CML as cemplyin%vm ow No r& RX PE t&62 AmplaacelitiltdinSS No I - CAN. Ja 10'a Date 1 d Tvl�iand dePw&dCodhot' drOWing no. JAN anaet 3of 6 METAL LU 8 + STRUCTURE ��_________________ TYPICAL ANCHORS MMI—RADE COUNTY APPROVED i D EE ELEV.FOR SPACING 1 MULLION&MULUON ANCHORS I Z 3 �I SEE SEPARATE NOA I1 C Ll1 • ® I 15 I 15 k A I 15 \ \ ALT. QQ; TYPICAL ANCHORS TYPICAL ANCHORS LL SEE ELEV. SEE ELEV. 4 b FOR SPACING FOR SPACING O J �n a Qaj3 o M � MAX. SHIMS 15 ALT. Z}^ 41 U'-w ,A a. 1D - D c gg� TYPICALANCHORS - <. p�C SEE ELEV,FOR SPACING TYPICAL ANCHORS ` .� - SEE ELEV.FOR SPACING ° .e e ss ALT. Ira15 INSTALLATION DETAILS {PITH FLUSH FRAME ADAPTER Ear--AY AH D PRoDucrnv=D FLA.PE 70592 as mmPlYin8 with am Florida �I l CAN. we Building Coda y y y' •D D Ac No No 07 $ D- don Date D •' D Y 13y MiaoYi doPtodoct 1��' Browing rta. N 15201 W11-05 aheei 4 of 6 ITEM PART 0 gUANTITY DESCRIPTION MATBRTAL MANP./SUPPUBH/RRMARX8 1 ES01 4 FRAME HEAD/9LVMM 8083-T6 - .500 2 E502 4 VENT 6083-TB - 1.330 3 FY108 AS REOD. GLAZING BEAD(IAM.MASS) 8083-TB - Z B: Ail 3A ESOS AS RII GLAZING BEAD(INSUL LAM.GLASS) 6063-TB - O 4 EBW AS REOD. SNUBBER-VENT.FULL LENGTH - 6063-T8 - F I - 4A E509 AS REOD. SNUBBER-FRAME,FULL IBM 6083-T6 - rp .078 2.821 5 E506 OPTIONAL SCREEN FRAME 6063-TS - Q 1.883 7 B10 X 1-1/4' AS REOD. FRAM AND VENT ASSEMBLY SCREWS H WH SMS Q. • 8 E203 AS ROOD. BULB WEATHERSTRIPPMG.OUROMETER 65 SANTOPRENE ULTRAFAS n 9 E203 AS REOD. CUBING BUD BULB,OUROMETER 65 SANTOPRENE ULTRAFAS 10 35.12.00.400 2/VENT 4 BAR HINGE,AT TOP AND BOTTOM STEEL. TRUTH.INSTALLED WITH(2)#10 X 5/8•SDS VVV �t � Ff T 1 1309&92 1 MULTI POINT LOOK SYSTEM ZAMWK TRUTH g&Q q � Q 12 - PER STEEL FRAME HFAO/SfLt/JAMB 6/VENT KEEPER 13 - 1/VENT ROTO OPERATOR ZAMAK/STL TRUTH a 3 • 2.354 14 PS140-SS 2/CORNER FRAME/VENT CORNER KEY ST.STEEL - Q g6 1.330 15 FY120 AS REGO. FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 18 - 3 ANTI SAO SKATE NYLON M&M PLASTICS W 17 110 X-1-1/4' 2/SKATE FH SOS SKATE SCREWS IS IS X 3/4' AS REOD. FH SMS SNUBBER SCREYTS IN PAIRS 2'APART,PAIRS SPACED AT 7-3/4'O.C. Q 19 - 2/LRE SETTING 81OCK.3/16'X 3/4'X 4'LONG NEOPRENE AT 8'FROM EACH END.OUROMETER 65 2.094 .372 20 FLB-SO - CLASS SPACER- 1/8'HIGH SILICONE FRANK LOWS .082 2.813 996 a43�A .719 590 SEAL'A NT: aS ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 15 � SCHNEE-MOREHEAD SM5504 SEAM SEALER. PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. z v'iii n m 2.SB8 vINi Gee LO_ CKS: z o 919 900 69 MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' —T 2611 - LOCAT K OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL p�7 FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. W m 803 .045 LOCK BAR SECURED TO JAMB WITH LOCK GUIDES ,5 FLUSH FRAME ADAPTER #33489.00.0001 SPACED AT 12-3/4" O.C. MAX. o EACH GUIDE FASTENED WITH (2Y #10 X 1" P PH SMS Loa? t.75o i STAINLESS STEEL KEEPERS #31964.92 AT VENT GLAZING BEAD (LAM. GLASS) EACH FASTENED WITH (2) #10 X 5/8" P FH SMS �+- .493 SEE CHART ON SHEET 1 FOR QUANTITIES C 8 130 1.750 f . HINGES: ` I— 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' Q LOCATED AT TOP AND BOTTOM CORNERS 493 FASTENED WITH (2) #10 X 5/8" P PH SELF DRILLING SCREWS _0 A r t:1n �m 14 ®GLAZING BEAD (INSUL. LAM. GLASS) ,a CORNER KEY OPERATOR: Ll CH S m SINGLE ARM ROTO OPERATOR X52.13.012 BY 'TRUTH' LOCATED AT SILL END FASTENED WITH (6) #10 X 1" P PH SMS 245 .245 OPERATOR TRACK #'30175 AT BOTTOM RAIL E.V.mwAD AHNAD PRODUCTRBVLfW FASTENED WITH (2) #10 X I- P PH SMS FLA:pE�/7G592 m wmply0lg with dw pb ld6 .7fB ..120 .780 120 G.AH.3 BAtnpoo No I - g 1_ I� ANTI-SAG SKATES: 4`T t1°oiDat° 2016 VINYL ANTI--SAG SKATES BY 'M&M PLASTICS' q =y (2) AT LOCK STILE AT 6-3/4" FROM TOP/BOTTOM RAILS toil Irllemt oProdnctCaAra] drowing no. (1) AT BOTTOM RAIL AT 4" FROM LOCK STILE W� —Qrj ® SNUBBER -.VENT aA SNUBBER FRAME EACH FASTENED WITH (2) #10 X 1-1/4" P FH SDS. sheet 5 oT 6 7 U O 0 F I 14 O g� h a O If 0 I � M O_ I N U�w O VENT CORNER FRAME CORNER E>! H Moh"t= Mss O 0<0 U 0 :+RODUCMEVISED ,,(( Engn AVAD MUM CML ,u compiying whE lire Fioiidg i4 .B �c.aPE f 7 �ecedWm e7�7 g EayiredosDalo P6g 8 �Y O isms da Pcaducl trot 4VI tut drav��ng no. Wl l-05 sheat 6 of 6 t. MecaWind Std v2 . 2 . 5 . 0 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date 12/8/2014 Project No. 14-DD-22 Company Name LMU Engineering, LLC Designed By Luis M. Ulloa, P.E. Address 19460 SW 2 Street Description Doors replacement City : Pembroke Pines Customer Name APC Engineering Enterprises,In State Florida Proj Location 126 NW 101 Street, Miami Shore File Location: D:\LMU Engineering\Projects\APC Engineering\windows and doors pressures\126 NW 101 Street, Miami Shores, FL 33150 2014-12-02\2014-12-08.wnd Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category C Natural Frequency = N/A Flexible Structure No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 3.75 : 12 Slope of Roof(Theta) = 17.35 Deg Ht: Mean Roof Ht = 12.50 ft Type of Roof = GABLED RHt: Ridge Ht = 15.00 ft Eht: Eave Height = 10.00 ft OH: Roof Overhang at Eave= 1.00 ft Overhead Type = OH w/ soffit Bldg Length Along Ridge = 56.00 ft Bldg Width Across--Ridge=- 0.00 ft Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gust1: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.167 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.93 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi Internal Pressure Coefficient = +/-0.18 Wind Pressurs Main Wind Force Resisting System (MFRS) ,- Ref Figure 27.4-1 I NI. ULL �i. ;.•��ENS, •,�, No 63909 cce STATE OF ;4/� Kh: 2.01*(Ht/Zg)^(2/Alpha) = 0.85 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256*(V)^2*I*Kh*Kht*Kd = 33.94 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 1760.12 ft^2 Reduction Factor based on Roof Area = 0.80 MWFRS-Wall Pressures for Wind Normal to 56 ft Wall (Normal to Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.50 -20.53 -8.32 Side Walls -0.70 -26.30 -14.09 i Wall Elev Kz Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ------------------------------------------------------------------- Windward 10.00 0.85 1.00 0.80 33.94 16.97 29.19 37.51 Roof Location Cp Pressure Pressure +GCpi(ps£)-GCpi(psf) --------------------------------------------------------------------------- Windward - Min Cp -0.51 -20.82 -8.60 Windward - Max Cp -0.03 -6.98 5.24 Leeward Norm to Ridge -0.55 -21.98 -9.76 Overhang Bottom Side (Windward only) 0.80 23.08 23.08 Notes - Normal to Ridge Note (1) Per Fig 27.4-1 Note 7, Since Theta > 10 Deg base calcs on Mean Ht Note (2) Wall & Roof Pressures = Qh*(G*Cp - GCPi) Note (3) +GCpi = Positive Internal Bldg Press, -GCPi = Negative Internal Bldg Press Note (4) Total Pressure = Leeward Press + Windward Press (For + or - GCPi) Note (5) Ref Fig 27.4-1, Normal to Ridge (Theta>=10), Theta= 17.4 Deg, h/1= 0.22 Note (6) Overhang bottom based upon windward wall Cp and GCpi = 0. MWFRS-Wall Pressures for Wind Normal to 30 ft wall (Along Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.33 -15.53 -3.31 Side Walls -0.70 -26.30 -14.09 Wall Elev Kz Kzt Cp qz Press Press Total ftsf +-- i - i + i p----- ---�P �P /- tt'j III##fill Windward 15.00 0.85 1.00 0.80 33.94 16.97 29.19 32.500`% M. ULLO Windward 10.00 0.85 1.00 0.80 33.94 16.97 29.19 32.`.%J\S '9 �op �,• •••GENSF'•• Roof - Dist from Windward Edge Cp Pressure Pressures` .' ENS +GCpi(psf)-GCpi(ps�A Np 63909 ; •� �"� • •' ------------------------------------------------------------- Roof: 0.0 ft to 6.3 ft -0.90 -32.07 -19,j6* Roof: 6.3 ft to 12.5 ft -0.90 -32.07 -19.,16 lij Roof: 25.0 ft to 56.0 ft -0.30 -14.76 2. � STATE OF Notes - Along Ridge Bio • \ (?`*�� Note (1) Ref Fig 27.4-1, Parallel to Ridge (All), h/l= Wind Pressure on Components and Cladding (Ch 30 Par 2) All pressures shown are based upon ASD Design, with a Load Factor of 6 / Description Width Span Area Zone Maa P Min P ft ft ft^2 psf psf ------------------------------------------------------------------------- Zone 1 2.00 20.00 100.0 1 16.30 -33.29 Zone 2 2.00 20.00 100.0 2 16.30 -46.92 Zone 3 2.00 20.00 100.0 3 16.30 -74.09 Zone 4 1.00 1.00 10.0 4 40.11 -43.49 Zone 5 1.00 1.00 10.0 5 40.11 -53.67 Note (1) If Zone = "2H" or "3H" then MaxP will be zero per Figure 6-3. Note (2) Max P & Min P = pnet30(from Fig.30.5-1) * Lambda * Importance Factor * Kzt. Note (3) If Area<10 then Area=10 or Area>100 then Area=100 for Zones 1, 2, 3, 2H & 3H. Note (4) If Area<10 then Area=10 or Area>500 then Area=500 for Zones 4 & 5. ,``,111111111//1111 %�J\5 M. U��Oq �,EE N . ' No 63909 eer : ;CC •l . _ ; : MecaWind Std v2 . 2 . 5 . 0 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date 12/8/2014 Project No. 14-DD-22 Company Name LMU Engineering, LLC Designed By Luis M. Ulloa, P.E. Address 19460 SW 2 Street Description Doors replacement City Pembroke Pines Customer Name APC Engineering Enterprises,In State Florida Proj Location 126 NW 101 Street, Miami Shore File Location: D:\LMU Engineering\Projects\APC Engineering\windows and doors pressures\126 NW 101 Street, Miami Shores, FL 33150 2014-12-02\2014-12-08.wnd Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 3.75 : 12 Slope of Roof(Theta) = 17.35 Deg Ht: Mean Roof Ht = 12.50 ft Type of Roof = GABLED RHt: Ridge Ht = 15.00 ft Eht: Eave Height = 10.00 ft OH: Roof Overhang at Eave= 1.00 ft Overhead Type = OH w/ soffit Bldg Length Along Ridge = 56.00 ft Bldg Width Across -Ridge= '30.00 ft Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gust1: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.93 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi Internal Pressure Coefficient = +/-0.18 Wind Pressure Main Wind Force Resisting System (MFRS) ,- Ref Figure 27.4-1 � � 3 t i it ULLO,,I�I I EN t4o 63909 .cc TE 0 IR :2�•' ` , i '/ONA\- %•`� Kh: 2.01*(Ht/Zg)^(2/Alpha) = 0.85 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256*(V)^2*I*Kh*Kht*Kd = 33.94 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 1760.12 ft^2 Reduction Factor based on Roof Area = 0.80 MWFRS-Wall Pressures for Wind Normal to 56 ft Wall (Normal to Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.50 -20.53 -8.32 Side Walls -0.70 -26.30 -14.09 1 Wall Elev Kz Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ------------------------------------------------------------------- Windward 10.00 0.85 1.00 0.80 33.94 16.97 29.19 37.51 Roof Location Cp Pressure Pressure +GCpi(psf)-GCpi(par) --------------------------------------------------------------------------- Windward.- Min Cp -0.51 -20.82 -8.60 Windward - Max Cp -0.03 -6.98 5.24 Leeward Norm to Ridge -0.55 -21.98 -9.76 Overhang Bottom Side (Windward only) 0.80 23.08 23.08 Notes - Normal to Ridge Note (1) Per Fig 27.4-1 Note 7, Since Theta > 10 Deg base calcs on Mean Ht Note (2) Wall & Roof Pressures = Qh*(G*Cp - GCPi) Note (3) +GCpi = Positive Internal Bldg Press, -GCPi = Negative Internal Bldg Press Note (4) Total Pressure = Leeward Press + Windward Press (For + or - GCPi) Note (5) Ref Fig 27.4-1, Normal to Ridge (Theta>=10), Theta= 17.4 Deg, h/l= 0.22 Note (6) Overhang bottom based upon windward wall Cp and GCpi = 0. MWFRS-Wall Pressures for Wind Normal to 30 ft wall (Along Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) -- ----------- ----------- Leeward Wall -0.33 -15.53 -3.31 Side Walls -0.70 -26.30 -14.09 Wall Elev Kz Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ------------------------------------------------------------------- , ��Iilll/11 Windward 15.00 0.85 1.00 0.80 33.94 16.97 29.19 32.50 Windward 10.00 0.85 1.00 0.80 33.94 16.97 29.19 32.50 ��J\S•ME•N`CO 10 �� Roof - Dist from Windward Edge Cp Pressure Pressure %�, ;• V`C SFS•• �i +GCpi(psf)-GCpi(psf) ` :• No 633909 �- ------------------------------------------------ _----- Roof: 0.0 ft to 6.3 ft -0.90 32.07 19.86 Roof: 6.3 ft to 12.5 ft -0.90 -32.07 -19.86 = Roof: 12.5 ft to 25.0 ft -0.50 -20.53 -8.32 = Roof: 25.0 ft to 56.0 ft -0.30 -14.76 -2.55 O:® STATE OFJ. •:�4/ Notes - Along Ridge Note (1) Ref Fig 27.4-1, Parallel to Ridge (All), h/ s •• Wind Pressure on Components and Cladding (Ch 30 Part 2) arra�ia �� All pressures shown are based upon ASD Design, with a7Loadtor ofDescription Width Span e Max Min P ft ft ft^2 psf psf ------------------------------------------------------------------------- Zone 1 2.00 20.00 100.0 1 16.30 -33.29 Zone 2 2.00 20.00 100.0 2 16.30 -46.92 Zone 3 2.00 20.00 100.0 3 16.30 -74.09 Zone 4 1.00 1.00 10.0 4 40.11 -43.49 Zone 5 1.00 1.00 10.0 5 40.11 -53.67 Note (1) If Zone = "2H" or "3H" then MaxP will be zero per Figure 6-3. Note (2) Max P & Min P = pnet30(from Fig.30.5-1) * Lambda * Importance Factor * Kzt. Note (3) If Area<10 then Area=10 or Area>100 then Area=100 for Zones 1, 2, 3, 2H & 3H. Note (4) If Area<10 then Area=10 or Area>500 then Area=500 for Zones 4 & 5. to •• ,CENS•�,9 �00 *�• NO 639og •� _ Q e i � r • AN0� •• 'P..ONA I , LKJ LMU Engineerfng,LIdC I C,1 18480 SW 2nd STREET TY �L a i .; Ln PEMBROKE PINES,FL 33029 T 305.804.8818 F.854.447.5162 `I�/♦ 1111®� muei2giremina.Can ��,•? L A P74D3 ------------- �r-------- �.. -- �� ...... . W NW 101st STREET ( - — —_- � �5• •� $E • • ,; 15 ASPHALT PAVEMENT 1,C- OPY 39°9- .w- - - - - - . - oil I +40.11 PSF s• � �p'F � ao -43.49 PSF UIS M.UILLOao ---____ i r0 I ZONE4 I I ATE OFFLORMUC.E6= I I I +4W011 pSF ,% D-1 I W-2 I I CONSULTANTS: +40.11 PSF -- --_ s-s• I I I -43.49 P -43.49 PSF r- I ZONE 4 ZONE 4 10 J I I I I I I I I I I 00F . I I I I I � I I ILj I \ I • • I I I I � 'n s••••• i I I I ' I I v o•� • •••••• 0 � I I � I I I •ao.4s• • •• ••••i• . I I I +40.11 PSF •••• • • • • I o 0 I I I -43.'49PSFI •••� s•s••s _____________� I ZONE4 • • ftJECT LLV i c 9• 7- +40.11 PSF • • • ��' 9• -43.49 PSF BATH 1 •• • eEX�fERrOR DOOas... ZONE 4 I •••1• RVLACEMENTela • 7 D-2 pF ��F F� SOP` I • + :MIAMI SHORES FIs33 ••• 0 - - - - — a� - - '— — a�- - - ��- - - �� - - •••' I: n I •GogNT INFORMATION: I I ' I a• I APC ENGINEERING 1 ENTERPRISES, 9• _ 2150 WEST IOth AVENUE 55'-3" HIALEAH,FL 33010 mismi Shores 9 I ISSUE DATE APPROVED BY DATE PERMIT SET 12-08-14 7BL ONING DEPT I I I I =GDEPTAI SITE PLAN SCALE: 3/32•= 1'-0• I EXISTING FLOOR PLAN :,UI1,11ICT TO COMPLIANCE WITH ALL FEDERAL SC&Z: 1/4•= V-0• :`,]All ANI)COON iY RULES AND REGULATIONS II SITE PLAN, FLOOR PLAN, SCHEDULE AND SCOPE OF WORK NOTE DOOR SCHEDULE WINDOW SCHEDULE SIZE Km r cons sere Mersa oo>s M= mum APaMAL � m 1. PROPOSED (2) NEW EXTERIOR SWING DOORS reBH 86� OODB Tepg �� CoErF1T BHCC e8lrem® ePP.over cdPeCl1T sERus NOM REPLACING 2 EXISTING EXTERIOR SWING W e E-GU aAss/ NOAp + D-1 36• 80• OUTSUWG ALUYIMUY N/A N/A LARGE IMPACT TEST 88.3 75.8 ( ) DRAWN BY. PROJECT B: 300 12-0113.02 W-1 3Y st• $00 CASEMENT „ N/1 N/1 LARGE WPaCT T 13-0206.07 70.0 75.0 AD 140D-22 0-2 34• a• SERA OUTSeOiG ALUYMUY N/A N/A LARGE DIPACT LEST NOM 86.3 75.8 DOORS D-1 AND D-2. W-z 3Y S1• E CASEMENT GLASS/ NA NA LARGE IMPACT TEST NOM 70.0 75.0 300 121113.022, PROPOSED (3) NEW CASEMENT WINDOWS soo ALUYIMUY 1> 0206.07 CL ECKEo e1 SCALE W-3 37' S1• E GUCASEMENT MASS/AUAOR1L, N/1 N/1 LARGE IMPACT TEST 13-0208.07 70.0 75.0 DO AS NOTED (EGRESS) REPLACING (3) EXISTING WINDOWS SooDRAWING: W-1, W-2, AND W-3. A-1