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RC-13-2337 Miami Shores Village Building Department OCT 15 2013 -- 90050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 / INSPECTI-ONIS PHONE NUMBER:(305)762.4949 u b6� w '�iULA FBC 20 �' BUILDING ON Ll 4V A-01" 6 Permit No. PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: t.110 N� M SV City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): ► 1 Joe Phone#: Address: 9,a IJ C tot 54. z City: /Ai�, State: Zip: 3313 3 Tenant/Lessee Name: Phone#: II Email: CONTRACTOR:ComI `pany Name: 6 f �°`S �rl� &&if Phone#: 3`x- 2' K-j7)) Address: 300 AA) %q XIE 0e 2,rxl City: A M + State: 9 Zip: 3 3/72 n Qualifier Name: 1�-e:9 j , a✓41.0 Phone#: State Certification or Registration#: Lrt L KI 1701 Certificate of Competency#: Contact Phone#: )K—21$`(73 3 Email Address: DESIGNER:Architect/Engineer: /='�� co."albx I�,Werl Phone#: Value of Work for this Permit:$ 0' SgaareMnear Footage of Work: .100 Type of Work: ❑Addition Alteration ❑New ❑Repair/Replace ❑Demoliti n Description of Work: C�'^ �Kl S 4+nc ��r t Ca eh e l ��rh Color thru tile: Submittal Fee$,j-� . ' Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Trahih�ucsation Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ •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 ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and 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 w ' h occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not b ro ed and a reinspection fee will be charged Signature Signature Owner or Agent Con ctor The foregoing instrument was acknowledged before me this 23 The foregoing instrument was acknowledpwd before me this 't3 day of `� ,20 3 ,by J t �►+5 �° day of � .20 i3,by &who is rsonally kno to me or who has produced who is orally kno to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: z 1444, Sign: L� Print: Print: My Commission Exp' My Co 11my pwft-'lid Ram . Notary►Pwft-tNati marl a t Cot1tle. !'lit.X15 ,� MY .SO=ho 31.2015 APPROVED BY G3 t Plans Examiner _Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 0611012009)(Revised 3/15/09) ..•. p...� Miami Shores Village Building Department R� 10050 N.E.2nd Avenue Miami Shores,, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A$30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LIC CARD B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE(CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKERS COMPENSATION(EITHER CERTIFICATE OR EXCEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE(CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE(EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES,FL 33138 ........................................................................................... COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: / 1 r= BUSINESS ADDRESS: 3 d' JAA/ 6111 1411-r �y r STATE 9't ZIP CODE p l 1 Z BUSINESS PHONE: (_IvimFAX NUMBER(�� ) 3 Z (f r 7 CELL PHONE) -1 1$ 17 j QUALIFIER'S NAME: 62P,� T QUALIFIER'S LIC NUMBER: t. L 14 Z 17v al E-MAIL ADDRESS(IF APPLICABLE): �� " ® °''f✓''`" c `'`� Created on 3H9109 BY MLDV I RV 3126109 MLDV STATE OF FLORIDA DEPARTMENT OF OUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING 8pARD . CGC1521709 The GENERAL CONTRACTOR Named bel6w IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31,:2014 RUBIES.REY J ' MEP CONST RUCTION +DUP INC. 2951`SW 1ST ST MIAMI VL 33135 � A IDAAt y, ti RICK SCOTT ISSUED 08/=013 SEQ# L130822WO0768 KEN LAWSON GOVERNOR DISPLAY AS REQUIRED BY LAW SECRETARY Local Business Tax Receipt Miami—Dade County, State of Florida -THIS IS NOT A BILL-DO NOT PAY 7159780 �/ p. BUSINESS NAME7LOCATION RECEIPT NO. EXPIRES MEP CONSTRUCTION GROUP INC RENEWAL SEPTEMBER 302014 2300 BW 94 AVE STE 204 7437135 s DORAL,FL 331 12 Must be displayed at place of business Pursuant to County Code Chapter 8A—Art.9&10 OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED MEP CONSTRUCTION GROUP INC 196 GENERAL BUILDING BY TAX COLLECTOR C/O KA7RJNA MENESES PRES CONTRACTOR 45.00 09/12/2013 Worker(s) 2 CGC1521709 0229-13-001150 This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is not a license, permit,or a certification of the holder's qualifications,to do business.Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO.above must be displayed on all commercial vehicles—Miami—Dade Code Sec 8a-276. MIAMFOADE For more information,visit www.miimiade.gov dwcollector L�,<,-.- A W, JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION **CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 8/2712013 EXPIRATION DATE: 8/27/2015 PERSON: RUBIO REY FEIN: 461981263 BUSINESS NAME AND ADDRESS: MEP CONSTRUCTION GROUF 2951 SW 1 ST STREET MIAMI FL 33135 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by ting a certfficate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certifies of election to to exempt..apply only within the scope of the business or trade listed on the notice of election to be exempt Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation If,at any time after the tiling of the notice or the Issuance of the certificate,the person named on the notice or certificate no longer meets the requirements of this section for Issuance of a carts icate.The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS?(850)413-1609 Client#:26145 MEPCONST DATE(�DOIYYYY) ACORD. CERTIFICATE OF LIABILITY INSURANCE 9/09/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed.If SUBROGATION IS WANED,subject to the terns and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER cONT Carissa LaFreniere Cypress Insurance Group PH A a,E,d:954 771-0300 Fad No: 954 772 9424 PO Box Fort Laude2rdale,FL 33310-9328 AD�: CaN��ypresslnsurance.com For 771-0300Lauderdale, INSURER(S)AFFORDING COVERAGE NAIL# INSURER A:Evanston Insurance Company 35378 INSURED INSURER 8: MEP Constrction Group,Inc. INSURER C: 2300 NW 94th Ave Suite 204 INSURER 0: Doral,FL 33172 INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. MR TYPE OF INSURANCE R WVO POLICY NUMBER �LIDY SLID t7CP LOM A GENERA-LIABILITY 3CO4820 9104/2013 0910412014 EEACCH��OECTCURRREENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY PREMISES Ee amu ante $100 000 CLAIMS-MADE FX—I OCCUR MED EXP(Any one person) $5,000 X Bl1PD Ded:1,000 PERSONAL&ADV INJURY $1,01H1,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $1 000,000 POLICY EC LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT as ,d _ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIREDAUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS eraoddent UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION WOC STATU RYLIMITIS OTH AND EMPLOYERS'LIABILITY ANY PROPRIETORIPARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? N I A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ B yea,desmft under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LAMB I$ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more apace Is required) CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN BLDG DEPT ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2ND AVE MIAMI SHORES,FL 33138 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S158774/M758765 CL via MEP Consulting Engineers Project: Page# Engineer: JORGE AROCHA 4/4/2014 Descrip: BOURNE ASDIP Concrete 2.1.1 CONCRETE COLUMN DESIGN www.asdipsoft.com GEOMETRY SLENDERNESS Width .... 8.0 in , Height ... 12.0 in Clear Member Length Lu ....... 9.00 ft Use 445 Longitudinal Bars p=0.013 OK Effective Length Kx-factor ..... 1.90 Use Ties#3 Transverse Reinf. , d'=2.2 in Effective Length Ky-factor ..... 1.00 Concrete Clear Cover ............. 1.5 in Lateral Stability .......... Non-sway Column Slenderness Ratio=59 > Limit=28, Slender AMPLIFIED FACTORED LOADS Pu/Pc Capacity Ratio .......... 0.15 FACTORED LOADS Ost-Order Anal sis) Pu sustained/Pu Ratio ......... 0.95 Axial Force Pu ................. 25.0 kip No Transverse Load Applied, Cm-factor= 0.78 Bottom Top Moment Magnifier bns ...... 1.00 < 1.4 OK Mux due to Gravity .. 21.1 -11.2 k-ft Amplified Moment Mcx ..... 28.8 k-ft Mux due to Lateral ... -7.8 40.0 k-ft DESIGN CODES MATERIALS Concrete Design .................. ACI 318-11 Concrete Strength fc .......... 4.0 ksi Load Combinations .............. ASCE 7-05 Rebar Steel Strength fy ...... 60.0 ksi Compression Strain Limit ..... 0.003 INTERACTION DIAGRAM k= Steel Fs Steel Ms Conc Fc Conc Mc Pn Mn Condition c/d (kip) (k-ft) (kip) (k-ft) (kip) (k-ft) Pure Compression Inf. 70.3 0.0 315.5 0.0 385.9 0.0 Max. Usable Axial 1.02 36.0 10.8 272.7 21.0 308.7 31.9 Zero Steel Stress 1.00 35.0 11.1 267.3 22.8 302.4 33.9 Steel Stress=0.5 fy 0.74 16.4 17.0 198.8 38.1 215.2 55.1 Balanced Condition 0.59 -5.8 21.8 158.2 40.3 152.4 62.1 Steel Strain =0.005 0.38 -17.3 18.1 100.2 34.5 82.9 52.7 Pure Bending 0.18 0.0 8.3 0.0 20.8 0.0 29.2 Pure Tension 0.00 74.4 0.0 0.0 0.0 74.4 0.0 ° •� • r sa® 6 •� � •w e • ° `� •Q w MEP Consulting Engineers Project: Page# Engineer: JORGE AROCHA 4/4/2014 Descrip: BOURNE ASDIP Concrete 2.1.1 CONCRETE COLUMN DESIGN wwwr.asdipsoft.com COLUMN STRENGTH Comb Pu Mux k= Steel Fs Steel Ms Conc Fc Conc Mc �Pn �Mn Mu/�Mn (kip) (k-ft) c/d (kip) (k-ft) (kip) (k-ft) Factor (kip) (k-ft) Ratio User 25.0 28.8 0.23 -34.9 12.6 62.6 25.2 0.90 25.0 34.0 0.85 OK tip) PQ 0.8 Po 2-#5 T&B 1 -.••�•.__ i ..�� � � = to 045 L4R $.(Din 77 Mn ( 0 a 12 37 5SD 62 INTERACTION DIAGRAM "t 2 FL M IAM IDDADE DIIAMI-DADS COUNTY o PRODUCT CONTROL SECTION DEPARTb3ENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOM wyy%v miantidade.gov1cconomv 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 550 11 Aluminum Fixed Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W11-10,titled"S-550 Aluminum Fixed Window(L.M.1)", sheets 1 through 6 of 6,dated 02/28/11,with revision B 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#12-0223.28 and consists of this page 1 and evidence pages E-I and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. f NOA No. 13-0206.08 MfAMFDADE COUNTY �� `� Expiration Date: May 05,2016 t Approval Date: May 02,2013 ftp Page 1 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W11-10,titled"S-550 Aluminum Fixed Window(L.M.I.)",sheets 1 through 6 of 6,dated 02/28/11,with revision B 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 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-10-3145,dated 12/29/10,signed and sealed by Candida F.Font,P.E. (Submitted underNOA#11-0309.07) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 20394 along with marked up drawings and installation diagram of an aluminum fixed window,prepared by Hurricane Engineering and Testing,Inc.,Test Reports No. HETI-10-3146,HETI-10-3147 and HETI-10 3149 dated 12/29/10,all signed and sealed by Candido F.Font,P.E. (Submitted under NOA#11-0309.07) 3. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202--94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-10-3148,dated 12/29/10, signed and sealed by Candido F.Font,P.E. (Submitted underNOA#11-0309.07) 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. (Submitter)un(ler NOA#11-0309.07) D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) / J Manuel Pert; 1. Product Control Ex er NOA No.13-0206.08 Expiration Date: May 05,2016 Approval Date: May 02,2013 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®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 30,2012,signed and sealed by Javad Ahmad,P.E. (Submitted underpreviousNOA#12-0223.28) 2. Laboratory compliance letter for Test Reports No. HETI-10-3145,HETI-10-3146, HETI-10-3147,HETI-10 3148 and HETI-10 3149,issued by Hurricane Engineering and Testing, Inc.,dated 12/29/10,signed and sealed by Candido F.Font, P.E. (Submitter)under NOA#11-0309.07) G. OTHER 1. Notice of Acceptance No. 12-0223.28, issued to Eco Window Systems,LLC for their Series"550 ECO-Guard"Aluminum Fixed Window—L.M.I.",approved on 05/03/12 and expiring on 05/05/16. 1 Manuel PerfZ;T.I. Product Control E mi r NOA No.13-0206.08 Expiration Date: May 05,2016 Approval Date: May 02,2013 E-2 WINDOW WIDTH �U I i FALSE MUNTWD.L. OPG. $ Z � $ (SURFACE Af'PUEO) MAY C a BE USED THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. Igo e u tl II SHUTTERS ARE NOT REQUIRED. V q ; it ti O .i ii FICO—GUARD SERIES-550 Q 1116 rc 'i ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER W ai s -� Y7- F--- I' CHARTS SHOWN ON SHEETS 2. a b 8 jI li o$ APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING V li 4 IWMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL $jt g WILL APPLY TO ENTIRE SYSTEM. g �j THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY { r HURRICANE ZONE (HVHZ). 10 1/2° - WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER U. (n N MAX. g•MAX, LOADS TO THE STRUCTURE. HEAD HEAD/SILL ANCHORS SHALL.BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS z 0 0 M .0 SILL CORNERS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. = Z �3 TYPICAL ELEVATION ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE Z} NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE 15 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. U Q v MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT In liJ m M COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 0 REQUIREMENTS OF THE FLORIDA BLDG, CODE SECTION 2003.8.4. 1/8•TEMP.GLASS 3/8°AIR SPACE 1/8°HEAT STREN'0. GLASS 1/8°HEAT STREN'D.GLASS 3/18"HEAT STREN'D.CLASS _.090 INTERLAYER .090 INTERLAYER .090 INTERLAYER 4 R BUTACITE PVB BY'DUPONT' BUTACRE FVB BY'DUPONT' BUTACRE PVB BY'DUPONT' - 3 L/B°HEAT STREN'0.CLASS 1/9•HEAT STREN'0.GLASS 3/18'HEAT STREN'D.GLASS 9 SILICONE SILICONE SILICONE n DOW CORNING 899 �' DOW CORNING 899 DOW CORNING 899 a! o a m 39 70592 r r i i CA P i `T 7 u' �' Eny:dA�LAHMW PRODUCT REVISED gg o e as motplyingwith RIG FWkb g O O PN.''3538 Otdldlag Coda , SETTING BLOCKS AT INSUL.LAM.GLASS Accaptattao No f3'r7 p(rogli/on Data 8 /� $ NOTCH GLAZING BEAD LEG BY Y - GLASS TYPE 'A' GLASS TYPE 'AA' TO CLEAR GLASS TYPE 'B' MI tic droWing W11-100 GLAZING OPTIONS JAN li 5 1013 sheet 1 of 6 DESIGN LOAD CAPACITY- PSF DESIGN LOAD CAPACITY-PSF 71H WINDOW DWS. GLASS TYPE'A' GLASS TYPE'AA' GLASS TYPE'D' WINDOW DIM& GLASS TYPE'A' GLASS TYPE'AA' CLASS TYPE'8'WIDTH(W)LENGTH(L) EXT.(+) IW.(-) EXT.(+) IW4-) EXT.(+) INT.(-) WTH(W)LENGTH(L) EXT.(+) INT.(-) EXT.(+) 1W.(-) EXT.(+) 1NT.(-) 30" 70.0 75.0 70.0 75.0 70.0 75.0 26-1/2" 70.0 75.0 70.0 754 70.0 754 36' 70.0 75.0 70.0 75.0 70.0 75.0 32' 70.0 75.0 70.0 75.0 70.0 75.042' 61.7 66.1 70.0 75.0 70.0 75.0 37" 70.0 75.0 70A 75.0 70.0 75.0 L 48" 54.0 57.8 70.0 75.0 70.0 75.0 42' 61.7 66.1 704 75.0 70.0 75.054.0 57.8 70.0 75.0 70.0 75.0 48" 54.0 57.8 70.0 75.0 70.0 75.060' - - 70.0 75.0 70.0 75.0 53-1/8" 51.2 54.8 70.0 76.0 70.0 75.0 86" - - 70.0 75.0 70.0 75.0 S6" - - 70.0 75.0 70.0 75.0 ; WI30' 70.0 7S4 70.0 75.0 70.0 75.0 80" - - 70.0 75.0 70.0 79.0 36' 70.0 75.0 70.0 79.0 _ 70.0 75.0 63" - - 70.0 78.0 70.0 75.042' 61.7 68.1 70.0 75.0 70.0 75.0 26-i/2' 70.0 75.0 70.0 78.0 70.0 75.0S4" 54.057.8 704 75.0 70.0 75.0 32" 70.0 75A 70.0 75.0 70.0 75.0 WIDTH AND LEN=DIMENSIONS CAN BE ORIENTED54' 88.9 73.8 68.9 73.8 37" 70.0 75.0 70.0 78.0 704 75.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE.- - W.0 73.8 68.9 73.8 42' 81.7 86.1 70.0 75.0 70.0 75.0 68" - - 689 73.8 689 73.8 48' - - 70.0 75.0 70.0 75.0 30' 70.0 75.0 70.0 75.0 _ 70.0 75.0 53-1/8" - 70.0 78.0 70.0 75.0 38" 70.0 75.0 70.0 76A 70.0 75.0 56" - 66.4 71.1 66.4 71.1 42' 61.7 66.1 70.0 75.0 70.0 75.0 60' - - 62.0 68.4 62.0 66.4 g V 48" W. - - 70.0 75.0 70.0 75.0 83" - - 59.0 83.2 59.0 63.2 v 54' - - 88.9 73.6 68.9 73.8 26-1/2' 70.0 78.0 70.0 78.0 70.0 75.0 $ 60" - - 62.0 66.4 62.0 66.4 32' 704 75.0 70.0 78.0 70.0 75.0 $ in 66' - 62.0 66.4 62.0 66.4 37' 76" 70.0 75.0 70.0 75.0 70.0 1 75.0 Z 3070.0 73.0 70.0 75.0 70.0 75.0 42" - - 70.0 75.0 70.0 75.0 36" 70.0 75.0 70.0 76.0 70.0 78.0 48' - 70.0 75.0 70.0 75.0 w 42" B8, 61.7 66.1 70.0 75.0 70.0 75.0 53-1/8' - - 70.0 75.0 70.0 75.0 r/1� 48' - - 70.0 75.0 70.0 75.0 28-1/2' 70.0 75.0 70.0 75.0 70.0 75.0 j O O M 54' - - 88.9 73.8 689 73.8 32" 70.0 75.0 70.0 79.0 _ 70.0 75.0 0.- 60" - - 62.0 66.4 62.0 86.4 37" 80° - - 70.0 75.0 70.0 75.0 Z$tL 30" 70.0 75.0 70.0 75.0 70.0 75.0 42" - - 70.0 754 70.0 75.0 Z 36' 70.0 75.0 70.0 75.0 70.0 75.0 48" - - 70.0 75.0 70.0 75.0 O-t23 .. 42' 72" - - 70.0 75.0 70.0 75.0 26-1/2" 70.0 75.0 70.0 75.0 70.0 75.0 W g 48' - - 70.0 75.0 70.0 75.0 32' 70.0 75.0 70.0 75.0 70.0 754 54" - - 88.8 73.8 88.8 73.8 37' 84' - - _70.0 75.0 70.0 75.0 30' 70.0 75.0 70.0 75.0 70.0 75.0 42' - ^ 70.0 _75.0 70.0 75.0 36" 78" 70.0 75.0 70.0 79.0 1 70.0 1 75.0 48' - - 70.0 754 70.0 75.0 W - 70.0 75.0 70.0 75.0 28-1/2" 70.0 75.0 70.0 754 70.0 75.0 48' - - 70.0 75.0 70.0 75.0 32' 90, - - 70.0 75.0 70.0 75.0 -01 30" 70.0 73.0 70.0 79.D 70.0 76.0 37" - - 70.0 75.0 70.0 75.0 Ell 36' 84- - - 70.0 73.0 70.0 75.0 42' - - 704 75.0 170.0 75.0 42" - - 70.0 75.0 70.0 75.028-1/2' 70.0 75.0 70.0 75.0 70.0 75.0 4iQ 3 48' - - 70.0 75.0 70.0 75.0 32' 96' ___ , 70.0 73.0 70.0 75.0 3 30° _70.0_ 7_5.0 70.0 75.0 70.0 75.0 37` - 70.0 78.0 .70.0 75.0 70.0 75.0 70.0 754 42" - - 70.0 75.0 70.0 75.0 o d n 70.0 75.0 70.075.0 �b 30' - - 70.0 75.0 70.0 75.0 c a ro 36" 98' - - 70.0 7SA 70.6 75.0 42' - 70.0 75.0 70A 79.0 NOTE: ea9n waHMAD g PRorwc7ltDvlsl?13 � GLASS CAPACITIES ON THIS SHEET ARE FtA.PE 370592 asaolOYiagwith thoFlortda g BASED ON ASTM E1300-04 (3 SEC. GUSTS). ISM592 Ck o/ 03 x Nxpimlioa we A./ta0t 29oPradactt"aa1T droving no. � '5 2 3 W11-10 sheat 2 or s SEE_ UCK V v Isyjj TYPICAL ANCHORS c WOOD BI FOR$PACMO 5IRi1CTURE TYPICAL ANCHORS I 4 e SEE ELEV. MMI—RADE COUNTY APPROVED 1 4 '0 a •i 4 a q• FOR SPACING MULLION &MULLION ANCHORS Z P: .• d.° .a 'a d SEE SEPARATE NOA I Q 11 —44— Lc Igo 4 a ® 4 8 a� 1 1 041-c _ LL N L TY PICAL ANCHORS TYPICAL ANCHORS uy� SEE ELEV. SEE EUX. .(� it it FOR SPACING FOR SPACING Q WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. TYPICAL ANCHORS: SEE ELEV.FOR SPACING MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4" DIA, TAPCON BY 'ITW' (Fu-120 KSI,Fy=92 ft) S AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1,/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI,F)=1$5 KSI) � .. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES a 1-3/8" MIN. PENETRATION INTO WOOD an0 ly THRU 18Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY z 0O o"T I W !: !i DIRECTLY INTO CONIC. OR MASONRY ! iI 1-1/4" MIN. EMBED INTO CONC. OR MASONRY Z r r 914 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) U�w i INTO METAL STRUCTURES us W°�g STEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.) i; ALUMINUM : 1/8" THK. MIN. (6063-775 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 112 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") 4 2 (NO SHIM SPACE) yc TYPICAL EDGE DISTANCE °i$ INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE - 1" MIN. a B 1 INTO METAL STRUCTURE = 3/4" MIN. 4 CONCRETE AT HEAD, SILL OR JAMBS Pc - 3000 PSI MIN. `m C-90 HOLLOW/FILLED BLOCK AT JAMBS f m w 2000 PSI MIN. c B I I { Emir.JAVAOHUAD APRODUCT RRVISM FI •° . :.I Qe° .. a` ES a FIA.P72 �YingWith the Florda CAN. Iui18 g •°•o .°. Accc*nm No lyf ;�oy(J�'h'r gp DaIatCJ�3�Jp/ TYPICAL ANCHORS o_•.V ^' I TYPICAL ANL'HORS 'R],. 't u"°ml do PFQ40 Eon o1 drowfn nd. • SEE ELEV. °: tgY SEE ELEV. 9 n FOR SPACING ,WOOD BUCK FOR SPACING U W 11-10 . �A� J Z 3 sheat 3 of 6 1/4'MAX. -. t/4°MAX O C nas SaI/4"MAX. Z - , i 3 SHIM SHINTYPICAL m SEE 0".ANCHORS 4 FOR SPACING q y TYPICAL.ANCHORS 2 zBY WOOD BUC SEE ELEV. __ p y 0 FOR SPACING p• STRU d l a� o t t. 17- - - -------=- - -------- -- o 0 ............-- _- - _-_- - - b oj=j P MOOD BUCK TYPICAL ANCHORS METAL T S EXTERIOR ,.,a LSEE ELEV. e' FOR SPACING 0 STRUCTURE _ O.L.OPG. 1 WINDOW WIDTH 2 LLJ MIME-DADE COUNTY to m APPROVED MULUON R� SEE SEPARATE NOA TYPICAL ANCHORS Z M h SEE ELEV.FOR SPACING y� z 3 ri Ri in O O O `0_.1 EXTERIOR L bS C ....; WINDOW WIDTH WINDOW WIDTH 0 0, ` 0am • Eagr.JAVAD AHMAD PRODUCT RFVISFD •� 9 CIVIL, as compl)in8 with the Flodda MCAN.aPE['7.0502 (lolldioS Cod. 59e AcceplaoeeM -O .!?86 �xpiretl.n Date A I, adaPw&ctContro!/ drawi�r9 nal 1AN 1 W11-10 sheat 4 of V g METAL STRUCTURE 1 TYPICAL ANCHORS LOW-DADE COUNTY APPROVED • a.P > a SEE ELEV.FOR SPACING MULLION&&MULLION ANCHORS ZSEE j sa' a O ALT. O g Q Q TYPICAL ANCHORS TYPICAL ANCHORS Q�iT el SEE ELEV. SEE ELEV. e FOR SPACING FOR SPACING g U � ir o � z w iz N 00 0( M Z 0.QOM ai 1/4v MAX © Z 3 SHIMS ALT. Z e Q ao N Wrng a` y P �@ a'GP nPlcaL ANCHORS SEE ELEV.FOR SPACING TYPICAL ANCHORS SEE ELIEV.FOR SPACING < „•$.• }`y${3' ra © a68 ss g<m ALT. AIL i g zt JNSTALLATION DETAILS IVITH FLUSH FRAME ADAPTER En PSDD TA"L'AG aR dymgephUreWoride 8 CAN.1836 Building Cola y^ .v-P• �.v. .: v .. �ou Dote/'•fi•fl 0 .0{{$// � # � u •Y IG .. v. n 1 af¢PraductCo¢ 1' 9 sheet 5 of 6 3.001 ITEM PART rf QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/RBNARXBIt U 8 2.780 181,1 0 -- I 03 4 FRAME HEAD/SILL/JAMB 8083-TB 500 2 E504 4 SNAP COVER 8083-T8 - . 3 FY109 AS REOD. GW(NO BEAD(7/18'LAM.MASS) 6063-TB - 2 j ' 3A E805 AS REOD. GIA21NG 8M(INSUL IAM.01ASS) 6063-T8 - 0 30 FY108 AS REOD. GLAZING BEAD(5/18'LAM.MASS) 6063-TB - 3.004 1A—14 010 X 1-I/4' 3/CORNER ASSEMBLY SCREWS - - 2.578 5 E203 AS READ, OLAZWO BEAD BULB,DURDMETER 65 SANTOPWRE ULTRAFAB 0 .082 .062 6 M40-56 2/CORNER Fit"CORNER XEY ST.STEEL - L 7 no-50 - CLASS WP=R- 1/e'WCH SIUCONE FRANX LOW& C u 8 FY120 AS REOD. 1111SH FRAME ADAPTER 8083-TB OPTIONAL 0 9 - 2/UTE SETTING BLOCK,3/18'X 3/4'X 4'LONG NEOPRENE AT 8'FROM EACH END,OUROMETER 65 .719 g ao- 1.644--- SEALANT: B ALL JOINTS AND FRAME CONNECTIONS SEALED WITH Q t< �1 FRAME HEAD/SILL/JAMB SCHNEE—MOREHEAD SM5504 SEAM SEALER. .050 452 L 1.287 Q SNAP COVER X K0 lZ .394 3 i zoo AM -/ z .050 o� Q GLAZING BEAD (7/16" LAM. GLASS) — 1 2.888 I�.130 5 2 ^I I .082 0 • .045 .500 789 1.172 2.811 b n Sn GLAZING BEAD (INSUL. LAM. GLASS) Q FLUSH FRAME ADAPTER t2 e a 1.750-1 519 FRAME CORNER _ .493 Eiµlr.JAVAO PRODUCT REVISED •� 9 •803 .045 1.750 FIA PE ildinS t 70592 B as Complying Condo with PloHda C.A.N.3538 tcCRpimLRa No-6- O 8 1 —.. &�ytm8on Data 1.047 Dr � '` n4etaa9�1 0Ptoduct cnliwl drawing nO. .493 �A17 :7 °i W 11-10 Se GLAZING BEAD (5/16' LAM. GLASS) © CORNER KEY sheet 6 G1 6 MecaWind Std v2 . 2 . 4 . 5 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date : 4/4/2014 Project No. BOURNE Company Name : MEP CONSULTING Engineers Designed By JORGE AROCHA Address : 2300 NW 94 AVE #204 Description WEST WIDNOW City : DORAL Customer Name ROBER BOURNE State : fl Proj Location 490 NE 101 ST File Location: \\MPEOFFICE\Public\MEP Server\PROJECT FILES\Residential\3172 Oak Ave\MEP\Structural \bourne residence.wnd Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic Wind Speed(V) = 175.00 mph Structural Category III Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Rd 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 : 12 Slope of Roof(Theta) = 14.04 Deg Ht: Mean Roof Ht = 22.13 ft Type of Roof = GABLED RHt: Ridge Ht = 24.25 ft Eht: Eave Height = 20.00 ft OH: Roof Overhang at Eave= .00 ft Overhead Type = No Overhang Bldg Length Along Ridge = 59.00 ft Bldg Width Across Ridge= 34.00 ft Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: 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 = 0.92 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*1zm)) = 0.88 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 (MMFRS) - Ref Figure 27.4-1 Kh: 2.01*(Ht/Zg)^(2/Alpha) = 0.92 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256*(V)^2*I*Kh*Kht*Kd = 36.84 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 2067.74 ft^2 Reduction Factor based on Roof Area = 0.80 MWFRS-Wall Pressures for Wind Normal to 59 ft Wall (Normal to Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall CP Pressure Pressure +GCPi (Par) -GCPi (Psf) --------------- ------ ----------- ----------- Leeward Wall -0.50 -22.29 -9.02 Side Walls -0.70 -28.55 -15.29 Wall Elev Kz Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi -----------------------------------'-------------------------------- Windward 20.00 0.90 1.00 0.80 36.06 17.89 31.15 40.18 Windward 10.00 0.85 1.00 0.80 33.94 16.45 29.71 38.74 Roof Location Cp Pressure Pressure +GCPi(Psf)-Gcpi(psf) --------------------------------------------------------------------------- Windward - Min Cp -0.83 -32.62 -19.36 Windward - Max Cp -0.18 -12.27 0.99 Leeward Norm to Ridge -0.54 -23.54 -10.28 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= 14.0 Deg, h/1= 0.38 MTMS-Wall Pressures for Wind Normal to 34 ft wall (Along Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 pall Cp Pressure Pressure +GCpi (psf) -GCPi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.35 -17.68 -4.42 Side Walls -0.70 -28.55 -15.29 Wall Elev Ez Rzt Cp qz Press Press Total ft psf +GCpi -GCPi +/-GCPi ------------------------------------------------------------------- Windward 24.25 0.94 1.00 0.80 37.55 18.91 32.17 36.59 Windward 20.00 0.90 1.00 0.80 36.06 17.89 31.15 35.57 Windward 10.00 0.85 1.00 0.80 33.94 16.45 29.71 34.13 Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf)-Gcpi(psf) ---------------------------------------------------------------- Roof: 0.0 ft to 11.1 ft -0.90 -34.81 -21.55 Roof: 11.1 ft to 22.1 ft -0.90 -34.81 -21.55 Roof: 22.1 ft to 44.3 ft -0.50 -22.29 -9.02 Roof: 44.3 ft to 59.0 ft -0.30 -16.02 -2.76 Notes - Along Ridge Note (1) Ref Fig 27.4-1, Parallel to Ridge (All), h/1= 0.38 Wind Pressure on Components and Cladding (Ch 30 Part 2) All pressures shown are based upon ASD Design, with a Load Factor of .6 Description Width Span Area Zone Max P Min P ft ft ft^2 psf psf ------------------------------------------------------------------------- WEST WINDOW 1.05 8.00 21.3 4 41.54 -45.21 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. 5�`1o�s soon unnl" Miami shores Village Building Department LORva"A 10050 N.E.2nd Avenue v Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT ASSPECIALINSPECTOR UNDER THE FLORIDA BUILDING CODE I(We)have been retained by Robert Boume to perform special inspector services under the Florida Building Code at the 490 NE 101 street project on the below listed structures as of 11-01-13 (date).I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: RC13-2337 ❑ SPECIAL INSPECTOR FOR PILING,FBC 1822.1.20(R4404.6.1.20) ❑ SPECIAL INSPECTOR FOR TRUSSES>35'LONG OR 6'HIGH 2319.17.2.4.2(R4409.6.17.2.4.2) ❑ SPECIAL INSPECTOR FOR REINFORCED MASONRY,FBC 2122.4(84407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS,FBC 2218.2(84408.5.2) ❑ SPECIAL INSPECTOR FOR SOIL COMPACTION,FBC 1820.3.1(R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS 8 ATTACHMENTS,FBC 1927.12(84405.9.12) ❑ SPECIAL INSPECTOR FOR (Vote:Only the marked boxes apply. The following individual(s)employed by this firm or me are authorized representatives to perform inspection 1. Rey Rubio 2. Evelio Rodriguez 3, Katrina Menses 4, *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program;successful completion of the NCEES Fundamental Examination;or registration as building inspector or general contractor. I, (we)will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. I, (we)understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code,must be performed by the County.The Village building inspections must be called for on all mandatory inspections. e Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department Further,upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that,to the best of my knowledge, belief and profes1W0 Jh"epJ®those portions of the project outlined above meet the intent of the Florida Building Cade and are in sks%A a W�ly�it j�the approved plans. AAEngineer/Architect `.�, /Name Evenn Rodriguez I] / v �� Address 2300 NW 94th Ave s ® ORE. TATE OF .:-4,U ce® Phone No. 305-218-1733 s CreS��11�Q1l�OliB' ®�