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RC-16-1820 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-282895 PermitNumber: RC-6-16-1820 Scheduled Inspection Date: May 19, 2017 Permit Type: Residential Construction Inspector: Alvarez, Manny Angel Inspection Type: Final Owner: MANION JITRS,COREY Work Classification: Addition Job Address: 138 NE 106 Street Miami Shores, FL 33138- Phone Number Parcel Number 1121360050050 Project: <NONE> Contractor: MIRAN CONSTRUCTION, LLC Phone: (786)925-0084 Building Department Comments ADDITION OF A 348 SF MASTER BEDROOM. Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. May 18,2017 For Inspections please call: (305)762-4949 Page 27 of 33 Miami Shores Village � �' JUN 3 0 2016 Building Department BY: 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 1 Tel:(305)795-2204 Fax:(305)756-8972 '( v INSPECTION LINE PHONE NUMBER:(305)762-4949 \ FBC 2o(H BUILDING Master Permit No. zuro— is PERMIT APPLICATION Sub Permit No. VUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION E]RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP rJ A / CONTRACTOR DRAWINGS JOB ADDRESS: (3U City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO_ Occupancy Type" c Load: Construction Type: Flood Zone: BFE: FFE: &`Icl r L-7 n OWNER:Name(Fee Simple Titlpholder): N Phone#: 6"6 Address: ��7� �j k U 5J- City: 45-7--fL­> State: Zip: Tenant/Lessee Name: Phone#: Email: —1-4-ZxJ Pr!" i s '� fk 6•'L )01j CONTRACTOR:Company Name: ! yl 5 �'1 ` L� C Phone#: ]�96 Address: dv-8 / City: State: /`���O az, Zip:0 V of S/�� ��I Qualifier Name: l�IfvJ Phon6#:N, 967,JT00d' Y/ State Certification or Registration#: I-& C 15�l^��I Certificate of Competency#: 2,�'v/* DESIGNER:Architect/Engineer: I"IP't��+ LAS r'r3-ems-L Phone#: �""S r �J " , Address: }� dI Z,�� 7� City: ZfbeState: GL Zip: -�)5 0 v Value of Work for this Permit:$ ����D CaL— Square/Linear Footage of Work: Type of Work: le Additioyn� ❑ Alteration ❑ New ❑ Repair/Replace t ❑/Demolition Description of Work: 1-Y � , 4) Specify color of color thru tile: L" Submittal Fee$ �} W Permit Fee$ 50 CCF$ .. . CO/CC${ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ 50 b TOTAL FEE NOW DUE$ 1 -4 (Revised02/24/2014) f t Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) F'� Tem Cfe.5'12d C P-j , ` Cir, ITy t-J) w' 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-subje z�o-attachment.—Also,n-certified cQpy,of-the-recarded-rratice of cammencearerr must lie-pFoted at-Me job-Yife for the first inspec ' n which occurs seven (7) days after the building permit is issued. In the absen o such posted notice, the inspection will no be appro6d and a reinspection fee will be charged. i Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of_1;'f`'F.� 20 K0 by �` day of —JL O — 20 (� by who is personally known to �'�'��� who is personally known to me or who has produced A,55 aI 01'3Z05 S 0 as me or who has produced (,53`3 z3 99 as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Si Print: Print: N^,";,"*E-l_ fir`1 F Seal: �.r*••cr,� Notary Public State of Florida Seal: Michael Robert Jaar �j My Commission EE 831947 0 Notary Public State of Flarlds or Expires 09/03/2016 Jef , Michael Robert Jaw My Commission EE OV947 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) gNOREs son Miami shores Village ` Building Department oRIDP' 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. ✓COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW Certificate Halder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. Titan .... Ease.BUSINESS NAME: ` BUSINESS ADDRESS:_ i�?a f ki Ct r CITY Q STATE ZIP BUSINESS PHONE: ( � f?S=ao$Y FAX NUMBER( ) 5 -6010 CELLPHONE( QUALIFIER'S NAME: Iif) ///aq,/A QUALIFIER'S LIC NUMBER: �� C9 o 516 do I STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 ate ` 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 MIRANDA, JULIO M MIRAN CONSTRUCTION, LLC 750 GREENBRIAR AVENUE DAVIE FL 33325 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and STATE OF FLORIDA Professional Regulation. Our professionals and businesses range from architects to yacht brokers,from boxers to barbeque DEPARTMENT OF BUSINESS AND restaurants,and they keep Florida's economy strong. °- PROFESSIONAL REGULATION Every day we work to improve the way we do business in order CGC1516201 _.ISSUED: 05/08/2016 to serve you better. For information about our services,please log onto www.myfforidalleense.com. There you can find more CERTIFIED GENERAL CONTRACTOR Information about our divisions and the regulations that impact MIRANDA,JULIO M you,subscribe to department newsletters and learn more about MIRAN CONSTRUCTION,.LLC' the Department's initiatives. Our mission at the Department is:License Efficiently, Regulate Fairly.We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, Ex CERTIFIED under the provisions of Ch5O 12 a, and congratulations on your new license! �+� nuG s,,zo,s us0saeoao,z DETACH HERE RICK SCOTT, GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CGC1516201k' The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 - - o a MIRANDA, JULIO M ''' ; MIRAN CONSTRUCTION,.LLCR 750 GREENBRIAR AVENUE' DAVIE FL 33325' �.� ice. .Fa"� - • �`_,. ❑. ISSUED: 05ro8i2016 DISPLAY AS REQUIRED BY LAW SEQ# L1605080001231 BRt)V1 AAUCOUNT- -L"Craky071g1ff5gj TAX RECEIPT_ .._ 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895—954-831-4000 VALID OCTOBER 1,2015 THROUGH SEPTEMBER 30,2016 DBA: VALID CONSTRUCTION LLC Receipt#:180-2 0328 CONTRACTOR (CERT Business Name: Business Type:GENERAL CONTRACTOR) Owner Name:LTULIO M MIRAMA Business Opened-o8/10/2012 Business Location:750 GREENBRIAR AVE State/County/Cert/Reg:CGC1516201 DAVIE Exemption Code: Business Phone:786-925-0084 Rooms Seats Employees Machines Professionals 1 For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid T 27.00 3.00 0.00 0.00 0.00 0.00 30.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non-regulatory in nature.You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location.This receipt does not indicate that the business is legal or that it Is in compliance with State or local laws and regulations. Mailing Address: MIRAN CONSTRUCTION LLC Receipt #WWW-15-00133062 750 GREEN13RIAR AVE Paid 06/02/2016 3.00 DAVIE, FL 33325 2015- 2016_.._-_ _ ACORU® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) �6 � 1 06/22/2016 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(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms 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 CONTACT NAME: Staci Merchant Merchant Insurance Solutions PHONE : (239)823-4382 FAX No): (866)406-4983 12326 Isabella Drive no"RIESS : smerchant@merchantinsurancesolutions.com INSURER(S)AFFORDING COVERAGE NAIC# Bonita Springs FL 34135 INSURERA: ACCIDENT INSURANCE COMPANY 11573 INSURED INSURER B: FLORIDA CITRUS BUSINESS&INDUSTRIES FUN MIRAN CONSTRUCTION,LLC INSURER C 6771 SW 10 STREET INSURER D: INSURER E: Pembroke Pines FL 33023 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 CONTRACT OR 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. INSR TYPE OF INSURANCE ADDL UBR POLICY POLICY NUMBER MMIDD EFF MP�p EXP LIMITS LTR X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DA AGE ToCLAIMS-MADE F OCCUR PREMISES Ea occurrence $ 100,000 MED EXP(Any one person) $ 5,000 A CPP0017793 01/15/2016 01/15/2017 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY�JEa F]LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NPROPERTY DAMAGE $ AUTOS ED Per accident HIRED AUTOS AUTOS UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION X I STATUTE ETH AND EMPLOYERS'LIABILITY ANY PROPRIETORMARTNER/EXECUTIVE YIN N E.L.EACH ACCIDENT $ 1,000,000 B OFFICERIMEMBER EXCLUDED? N❑ N/A 10655591 10/02/2015 10/02/2016 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space is required) License#:CGC 1516201 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. Building Department AUTHORIZED REPRESENTATIVE 10050 NE 2ND AVE as Miami Shores FL 33138 G� ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD t v ��m�( /� �+��m�p� � 7(`�/G� AMIK As VWKV�WF�LDLLIL I AA2COffQg� LiMIAN 3 N.� 92ND SIr 91MXL flA: 33138��� D F ���� � FL UC#AR 0074 Date: March 30,2017 Miami Shores Village BuildingDepartment 10050 N.E. 2°d Avenue Miami Shores, Florida 33138 Re: Permit#RC-6-16-1820 Nguyen and Manion Residence 138 N.E. 106th Street Miami Shores, Florida 33138 Folio # 11-2136-005-0050 Attn: Building Department, I, Mark A. Campbell,having performed and approved the required inspections at the job is submitting this letter will attest that the R-5.2 insulation shall be installed on the exterior walls as per the attached highlighted sketches on 2"x 2"P.T. wood furring. Should you have any questions or need any additional information please do not hesitate to con e. incerely, ark A. C ell, Arch ct State of Florida: #0011074 138 Nguyen and Manion Residence insulation letter 3-30-17 1 S- '0 COMMENTS 2"X4" BOTTOM Y�'y 7-19-16 CHORD TRUSS BRACING q ?"PQ, �2• yyyyyyy TB-1 �{{X4DBOTTOM R-30 INSULATION DO OT BEAF TRUSS TB-1 BRACING 1/2" GYP. BD. OVER x3 ON IS WAIJ WD. FURRING O 16" 0 t 1 X 3 FIRE TOP EXISTING'WKDOW Q' LAP N. TYP. °3 'IN.BE io NEW DOOR OPENING 3'-0" X 7'-0" i� GYP. 8D. OVER P. . 1 2" WD RRING J AN R-5. IN LA110N +� EXISTING BLOCK 14G TO BE MODIFIED F WSTALIAVON f� r NEW DOOR OPENING 2 X 3 FIRE STOP. 3'-0" X 7'-0" MAX PLACEMENT,,W- • 4 '3 ,SEX WOOD DE lNEW MASTER BEDR —3 7� ELEV. 11.90 NGVD ELEV. 11.32' NGVD SIMPSON HUS2 BUILDING Q COMMENT #5 ' TB— t 1 7-19-16 BUILDING 1COMMENTf7 NON BEARING PARTITION 2" BY 8' PT LEDGER 7-19-16 INGW/1/2" 'KWIK BOLTS- • O 24 O.C., 2 ROWS 8"x12" CONCRETE STAGGERED Y, =, W 4 #5 CONT. do COMPACT SOIL TO 95% DENSITY (1S#6 BENT BARS O 48" O. 6 MIL VISQUEEN TERMITE TREAT SOIL a WF-16 NEW 4" CONC. SLAB W/ WF-16 6"X6" WIAXW1.4 W.W.F. I 21'-x" - L s WALL SECTION S-3 SCALE: 1/2"= 1.-0.. A BUILDING COMMENT#8 ROOF SHEATHING NOTE: 7-19-16 NEW COLOR—THRU BARREL TILE EXIST. PLYWOOD SHEATING ROOF TO BE NAILED, TO REMAIN IN PLACE MUD GLUED, OR CLIPPED OVER HOT MOPPED FELT ON 30# TIN TAGGED FELT ON 5/8" EXT GRADE CDX PLYWOOD ATTACHED W/lOd RINK SHANK NAILS AT 4" O.C. AT PANEL EDGES AND 6" O.C. AT INTERIOR BORDER (STAPLES NOT ALLOWED) GIRDERJULAI�10 R-30 IDHE- HANGERS BY TB TB-1 1"X4" FIRE STOP TRUSS MANUFACTURER ION __.. 1/2" GYP. BD. OVER 1 x3 30" LAP MIN. TYP. WD. FURRING ® 16" O.C. EXISTING EXISTING ROOF OVERHANG WITH SE TO REMAIN OF FBC. WALL BEYOND-_,.„; � MSTAM-24W/(9) 4" TAPINTO TIE BEAMEXIST. N "EXISTING TIE BEAM 1/2" G 1/2 GYP. BD OVER WD FURRING AN R-5.21 ULATION SECTION AT GIRDER TRUSS S-2 N.T.S. as 0 Fi-FOl L' APPLICATION SHEET Why Fi -Foil Reflective Insulation? N ■ C E Time-Tested.Reflective Insulation has been used for 50+years on masonry walls in Single -family, =+ Multi-family and all types of Commercial buildings E Lowest cost per R -value of all masonry wall r I insulation .� E R-Values from R -4.1 to R -7.1,tested to ASTM ■��i' N Standardsi r E Can be combined with other insulation materials to achieve even higher R -values E Perforated option for Hot Humid and Mixed Climate Zones VISTA MAR/Pinnacle Housing Group(Miami,FL) E Paperless and perforated version for Mold&Mildew cn sensitive projects.No food for mold. E Staple Tab Version for Wood Furring.Tape Tab Version for Metal Framing. E Manufactured in Central FloridarD° i E Qualifies for credits under various Green `' Certification Programs,such as LEED E Complies with ENERGY STAR Version 3 require ments for mass wall insulation " (D Z Meets National/Florida Building&Energy Code ,a�� For ,� ■', u I Requirements — it U.S.Citizens&Immigration Services(Miami,FL) Q e ISO USGBC LEED Platinum &Energy Star Home Josh Wayne Construction (Sarasota,FL) , ro FGBC BUD1NCaCOAL1'fION rr • • 4- Fi-FOIL SEE OUR IAPM0 ES REPORTS Rev.2017 Feb Fi-Foil Company,Inc,USA I Tel 800.448.3401 \ y y / pet W IY)'54q&j -�Jc) 1AYPI-5 LVhf ( n 4lCGtr 5Ys h, Vt44f vi t iA �' �l/� ��it e 4/451 , D elon lov SI APLL INSVLAI W TU 1RRk4ULAR SPALCO HORIZONTAL INSTALLATION ALLOWLU h UR RIN4 St RrY1 RNO tR1Aa LXILSS WITH It ORIZONTAL CURRING jtk+ f m� TYPICAL FI-FOIL DETAIL R-VALUES/Heat Flow Horizontal furring' - R-4.2 R-4.7 R-5.2 AA2 Shield R-4.1 HP* R-4.6 HP* R-5.1 HP* R-5.1 R-7.1 M..Shield R-5.0 HP* R-7.0 HP* Y/ R Plus R-4.1 HP* R-4.6 HP* R-5.1 HP* *HP =perforated version,allows vapor transmission. System Values Wall 1: Base Case. Block Wall with No Insulation _ Wall 2: 1"x 2"Furring with Two Layer Reflective Insulation Wall 3: 2"x 2"Furring with Three Layer Reflective Insulation Component Rb Wall-1 Wall-2 Wall-3 Exterior air film 0.17 x x x 1/4-inch stucco 0.05 x x x 8-inch block 1.04 x x x Single furring 0.915 x x - Double furring 1.83 x Two reflective layers 4.1 x - :. Three reflective layers 7.0 x 1� '/z-inch gypsum 0.45 x x x �tlon ? Internal air film 0.68 x x x �•+t�g`hr � ��M Air-To-Air R 16 in.OC 3.24 5.96 8.42 24 in.OC 3.23 6.12 8.72 U-Values 16 in.OC 0.31 0.17 0.12 r 24 in.OC 0.31 0.16 0.11 q a Heat flow across framing is included b ft2-h-,F/Btu The air-to-air thermal resistance for each of the wall structures described above were determined using a parallel -path calculation with 0.906 for the fraction cavity and 0.094 for the fraction framing in the case of 16 -in. OC framing and 0.9375 for the cavity fraction in the case of 24 -in.OC framing.Thermal resistances for the components in each structure were taken from the ASHRAE Handbook of Fundamentals. The apparent thermal conductivity for the furring lumber was taken to be 0.82 Btu•in./ft2•h•OF. For Specification and Installation Sheets, please visit our website- www.fifoil.com For Technical Support or Customer Service- call 800-448-3401 or 863-965-1846 z Permit NO. RC-6-16-1820 Miami Shores Village Permit Type:Residential Construction ot 10050 N.E.2nd Avenue NEPer rain ' Work Classification:Addition Miami Shores,FL 33138-0000 Permit Status:APPROVED Phone: (305)795-2204 F<M'D Issue Date: 12/1512016 Expiration: 06/13/2017 Project Address Parcel Number Applicant 138 NE 106 Street 1121360050050 Miami Shores, FL 33138- Block: Lot: COREY MANION JTRS Owner Information Address Phone Cell COREY MANION JTRS 138 NW 106 Street MIAMI SHORES FL 33138- 138 NW 106 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 45,000.00 MIRAN CONSTRUCTION, LLC (786)925-0084 _..� �.�_. m.,.... , _.,.. Total Scl Feet: 348 Approved: In Review Available Inspections: Comments: Inspection Type: Date Approved:: In Review Final PE Certification Date Denied: Tie Beam Bond Beam Type of Construction:ADDITION OF A 348 SF MASTER B Occupancy:Single Family Window Door Attachment Stories: 1 Exterior:2 Slab Front Setback: Rear Setback: Termite Letter Left Setback: Right Setback: Framing Bedrooms:3 Bathrooms: Insulation Plans Submitted:Yes Certificate Status: Drywall Screw Certificate Date: Additional Info: Trusses Plan Submittal Bond Return: Classification:Residential Roof SheathingSpot Survey Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Wall Sheathing Bond Type-Owners Bond $500.00 Rake Beam Invoice# RC-12-16-62376 CCF 827.00 Footing DBPR Fee $20.25 12/15/2016 Credit Card $500.00 $0.00 Window and Door Buck DCA Fee $20.25 Bond#:3280 Roof Trusses Education Surcharge $9.00 Invoice# RC-6-16-60400 Density Permit Fee $1,350.00 12/15/2016 Check#: 127 $ 1,578.50 $200.00 Fill Cells Columns Plan Review Fee(Engineer) $120.00 06/30/2016 Check#: 111 $200.00 $0.00 Wire Lathe Plan Review Fee(Engineer) $160.00 Final Building Scanning Fee $36.00 Bond#:3280 Declaration of Use Technology Fee $36.00 Review Electrical Total: $2,278.50 Review Planning Review Building Review Building Review Structural Review Structural Review Mechanical Review Plumbing Review Plumbing In consideration of th issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above-named contractor to do the work stated. December 15, 2016 1 41aMII•DaDE Department of Regulatory and Economic Resources Impact Fee Receipt nzh: Process Number: M201601481 Collection Number: 117697 Folio: 1121360050050 Site Address: 138 NE 106 ST Fee Payer: COREY ADAM MANION Collection Date: 11/01/2016 138 NE 106 STREET MIAMI SHORES,FL 33156 SFeeType (Dist Category Cat Category Description Units Fee Extended Deferral Deferral fld Code iSufix 1x mount Amount Admin iARE�g 1 5002 00 UE(SO FT) 348 00 i $0.92 $319.46 Total: $319.46 Deferred Amount: +Deferred Admin: i i Total Amount Due: 319.46; Paid Check: $319.46 Paid Cash: $0.00 Paid Credit: $0.00 Paid Convenience Fee: $0.00 Total Paid: $319.46 y • • •••••• •••• ••••• •• •• •••• •••••• • ]......r-......... AI....-....1.....A� nA7C 44.4C AIA 1"1...... 4 -44 FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Nguyen&Manion Residence Builder Name: Street: 138 NE 100'street Permit Office: City,State,Zip: Miami Shores,Florida 33161 Permit Number: Owner. Jurisdiction: 161400 Design Location: FL,Miami 1. New construction or existing Addition 9. Wall types(465 sgfl) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block-Int Insul,Exterior R=5.0 465.00 ft2 b. N/A R= 11:2 3. Number of units,if multiple family 1 C. N/A R= f:2 ' d. N/A R= 11:2 4. Number of bedrooms(bedrooms in addition) 1(1) 10. Ceiling type(348 sgft.) Insulation Area a. Under attic(vented) R=30.0 348.00 ft2 5. Is this a worst case? No b. N/A R= f12 C. N/A R= ft2 6. Conditioned floor areas above grade(02) 348 11. Ducts R ft2 Conditioned floor area below grade(ft2)0 0 a. Sup:Attic,Ret:Attic,AH:AH2 6 210.4 7. Windows(65.0 sgft.) Description Area 12. Cooling systems kBtu/hr Efficiency a.U-Factor Sgl,u--0.75 65.00 ft2 SHGC: SHGC--0.25 a. Central Unit 28.3 SEER:16.00 b.U-Factor N/a ft2 SHGC: c.U-Factor N/a ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Strip Heat 27.3 COP:1.00 d.U-Factor N/a 112 SHGC: Area weighted Average Overhang Depth: 2.000 ft. 14. Hot water system-Supplemental for Addition Area weighted Average SHGC: 0.250 a. Electric Tankless Cap:/.gallons 8. Floor types(348 sgfL) Insulation Area EF:0.920 a. Slab-On-Grade Edge Insulation R=0.0 348.00 ft2 b. Conservation features b. N/A R= f12 None C. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0 53 Total Proposed Modified Loads: 38.78 pggS Total Baseline Loads: 48.59 I hereby ertify that the p a ca' ns r y Review of the plans and 0V 14E S 7.4 this cal ulation are in c Ii th specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. , �p PREP BY- Before construction is completed inspected for r d DATE: 1' this building will be ins e� compliance with Section 553.908 • •• I hereby certify that this building,as designed,is in compliance Florida Statutes. . , with the Florida Energy Code. go • ,OpEj• �-�-�. IM Gh>MP/� �- ... .. ..... OWNE JAIL AGENT: BUILDING OFFICIAL: DATE: 1 1 (L ...... - DATE: •�" - Compliance requires certification by the air handler unit manufacturer that the air handler encldSttd tipalifies W . ""'• certified factory-sealed in accordance with R403.2.2.1. •• •• •••• •••••• -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with 111402ri l Vd!an envblope leakagd. test report in accordance with R402.4.1.2. . . ...... 1/11/2016 5:16 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM 8405-2014 PROJECT Title: Nguyen&Manion Residence Bedrooms: I Address Type: Street Address Building Type: User Conditioned Area: 348 Lot# Owner. Total Stories: 1 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 138 NE 106th STREET Permit Office: Cross Ventilation: County: Miami-bade Jurisdiction: 161400 Whole House Fan: City,State,Zip: MIAMI, Family Type: Single-family FL, New/Existing: Addition Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Miami FL MIAMI_INTL AP 1- 51 90 70 75 -- 149.5 —56 Lows BLOCKS Number Name Area Volume 1 Block2 348 3,132 - -• •-- _ --- - --- - SPACES Number Name Area Volume Kitchen Occupants _ Bedrooms Infil ID Finished Cooled Heated 1 AM 348 3,132 No 2 1 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value _ Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio AHI 52 ft 0 348.00 ft2 ____ 1 0 0 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch v # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Flat Composition shingles 348.00 ft2 42 ft= White 0.55 No 0.9 No 0 4.8 ATTIC # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 348.00 ft2 N N • • CEILING • # Ceiling Type Space R-Value Area Framing Fier. Teruss Type• • 1 Under Attic(Vented) AH1 30 — --348.00 ft2 01'1'•' •— --••�' • • • .1lQood so so 1111/2016 5:16 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 DOORS # Omt Door Type Space Storms U-Value Width Height Area -- -- ------ ------ Ft In Ft In WINDOWS Orientation shown is the entered,Proposed orientation. / Wall Overhang # Omt ID Frame Panes NFRC U-Factor_ SHGC _ Area Depth Separation Int Shade _ Screening 1 E B Metal Single(Clear) Yes 0.75 0.25 10.05 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 2 , S C Metal Single(Clear) Yes 0.75 0.25 14.64.ftz 2 ft 0 in 2 ft 0 in Drapes/blinds None 3 W 2 Metal Single(Clear) Yes 0.75 0.25 39.96 T 2 ft0 in 2 ft 0 in Drapestblinds None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .00027 701.3 38.5 72.4 .1863 5 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COPA 27.3 kBtu/hr - 1 - sys#1 COOLING SYSTEM _# System Type Subtype - Efficiency Capacity Air Flow SHR Block _Ducts 1 Central Unit Split SEER:16 28.3 kBtu/hr 1000 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType _ Location EF Cap Use SetPnt Conservation 1 Electric Tankless Exterior 0.92 1 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None - -- ft: -- DUCTS / —Supply— —Return— Air CFM 25 CFM25 HVAC# �/ # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 210-4 It Attic 52.6 ftz Default Leakage AH2 (DefauIQ (Default) ;0 0"0 '6000100 0000.• • 090.6• 6 0000•• • 0000•. • • • 0.00.0 0000 • • • • 6.96•• .••• 0.000 .• .• 0000 0000•• ►0000• • • • • • . • 0.0.00 6.9.6• 1/11/2016 5:16 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 TEMPERATURES Programable Thermostat:Y Ceiling Fans: Cooling Jan Feb Marr May Jun Jul Auge Oct Nov Dec Heating Jan Feb Mar E pr f May Jun E Jul AuSep E Oct Nov Dec Venting Jan Feb Mar [X]Apr [ may Jun [ Jul Aug Se [X]Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 - 78 78 78 80 - 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 9900•• • • • 0900•. 0000•• • 66•••• • 0000•• • 000900 • • • 0909•• 0900 • • • • 0090 •• •• 0000• • 9000•• 09.6 09.60 .• •• 0 0 •6 •6669• • ••696• • • • • • • 0990•• 0000.• • • • •0000• •• • 0900 • • 1/11/2016 5:16 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 ORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) f DISPLAY CARD STIMATED ENERGY PERFORMANCE * - INDEX 84 The lower the EnergyPerformance Index,the more efficient the home. 138 NE 106th STREET,MIAMI;FL, 1. ew construction or existing Addition 9. Wal!types(465 sgft.) Insulation Area 2. Single family or multiple family a. Concrete Block—Int Insul,Exterior R=5.0 465.00 ft2 Si p Y Single-family b. N/A R= 3. Number of units,if multiple family 1 C. N/A R= d. N/A R= ft2 4. Number of bedrooms(bedrooms in addition) 1 l 10. Ceilin,type(348 sgfQ Insulation Area ( ) a. Under attic(vented) R=30-0 345.00 Q5. Is this a worst case? b. N/A R= 112 No C. N/A R= II. ft2 6. Conditioned floor areas above grade(ft2) 348 Ducts R ft2 Conditioned floor area below grade(ft2)0 0 a. Sup.Attic,Ret:Attic,AH:AH2 6 210.4 7. Windows(65.0 sgft.) Description a.U-Factor Area 12. Cooling systems kBtu/hr Efficiency Su=065.00 fit a SHGC: SHGC=0.2.25 Central Unit 28.3 SEER:16.00 b.U-Factor N/a SHGC: ft2 c.U-FactorN/a 13. Heating systems kBtu/hr Efficiency ft2 a. Electric Strip Heat 27 3 SHGC: COP:1.00 d_U-Factor N/a SHGC: ft2 14- Hot water system-Supplemental for Addition Arca weighted Average Overhang Depth: Area weighted Average SHGC: 2-000$ a Electric Tankless 0.250 Cap:].gallons S. Floor types(348 sgft.) Insulation Area b. Conservation features EF:0.920 a. Stab-On-Grade Edse Insulation R=0.0 348.00 ft2 b. N/A R= None C. NIA ft2 R= ft2 15. Credits Pstat 1 certify that this ome has c lied wit the Flo Energy Efficiency Code for Building h Construction rough the a e e v' r hich will be installed(or exceeded) 0 lc£ST9TF` , in this horn efore final i e PL Display Card will be completedy''i based on stalled Cod 1 ?; z �: BuilderSl tures t; W Date: 11-1 I �' �.. Address of 3 C, -1 y:z � New me: N (7 S r Zig City/FLZip: 33( G ( � �,� � ,'`Note: This is not a Building Energy Rating. If your Index is below 70, our home may � � ••• • y y qualjfy'fot energ$y efficient mortgage(EEM)incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Ho in; at(321)••.•:. 638-1492 or seethe EnergyGauge web site at energygauge.com for information and a list01fied Raters. For ;...•: information about the Florida Building Code, Energy Conservation,contact the Florida Building Com miWop's$uppolt • staff. • .... .. .. ..... **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation,iftfbt4EFAULI'."• *see:* ..•••• • . . . . ...... 9/27!2016 7:19 AM EnergyGaugeoD USA- FlaRes2014 -Section R405.4.1 Compliant Software .'• • P gel of N • •.••. FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) v DISPLAY CARD E IMATED ENERGY PERFORMANCE INDEX* = 84 he lower the EnergyPerformance Index,the more efficient the home. 138 NE 106th STREET,MIAMI,FL, 1. New construction or existing Addition 9. Wall types(465 sgft.) Insulation Area a. Concrete Block—Int Insul,Exterior R=5.0 465.00 ft2 2. Single family or multiple family Single-family b. N/A R= ft2 C. N/A R= ft2 3. Number of units,if multiple family I d. N/A R= ft2 10. Ceiling type(348 sgft.) Insulation Area 4. Number of bedrooms(bedrooms in addition) 1(1) a Under attic(vented) R=30.0 348.00 112 b. N/A R= ft2 5. Is this a worst case? No C. N/A R= ft2 11. Ducts R M 6. Conditioned floor areas above grade(ft2) 348 a_ Sup:Attic,Ret:Attic,AH:AH2 6 210.4 Conditioned floor area below grade(ft2)0 0 7. Windows(65.0 sgft.) Description Area 12_ Cooling systems kBtu/hr Efficiency a.U-Factor Sgl,u=0.75 65.00 112 a. Central Unit 28.3 SEER:16.00 SHGC: SHGC=0.25 b.U-Factor N/a ft2 SHGC: 13_ Heating systems kBtu/hr Efficiency c.U-Factor N/a 112 a. Electric Strip Heat 27.3 COPA.00 SHGC: d.U-Factor N/a }t2 SHGC: 14. Hot water system—Supplemental for Addition Area weighted Average Overhang Depth: 2.000 ft. a. Electric Tankless Cap:I_gallons Area weighted Average SHGC: 0.250 8. Floor es 348 s ft EF:0.920 t3'P ( q ) Insulation Area b. Conservation features a. Slab-On-Grade Edge Insulation R=0.0 348.00 ft2 None b. N/A R= c. N/A R= ft2 15. Credits Pstat I certify that this hom as co plied the FI ida Energy Efficiency Code for Building Construction throw the abo n sav ea ich will be installed or exceeded 1��E ST.4 ( ) �,.q < "_ _,Fob: in this home bef a finalins Ot e L isplay Card will be completed _ based on instal d Code c `' BuilderSignate: rl •• Date: - ( • I b ��3 .....�..� €.� Address of New Home: AICCi /FLZi 0000.. 0000 00000 *Note: This is not a Building Energy Rating. If your Index is below 70, your home may quaRyfar energ�ldfPft;ient ••••:• mortgage(EEM)incentives if you obtain a Florida EnergyGauge Rating. Contact the Enerjoyo=uoHotline at(321) '. 638-1492 or seethe EnergyGauge web site at energygauge.com for information and a listpf ceVified fdete".•For """ information about the Florida Building Code, Energy Conservation,contact the Florida BuiItI jW CpmmisFj19V�;support••• staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 9/27/2016 7:19 AM EnergyGauge@)USA- FlaRes2014 -Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Nguyen&Manion Residence Builder Name: Street: 138 NE 1061h street Permit Office: City,State,Zip: Miami Shores,Florida 33161 Permit Number: Owner: Jurisdiction: 161400 Design Location: FL,Miami 1. New construction or existing Addition 9. Wall types(465 sgf-) Insulation Area 2. Single family or multiple family Single-family a Concrete Block-int Insul,Exterior R=5.0 465.00 fl2 b. N/A R= g2 3. Number of units,if multiple family l C. N/A R= ft2 d. N/A R= ft2 4. Number of bedrooms(bedrooms in addition) 1(I) 10. Ceiling type(348 sq$.) Insulation Area a. Under attic(vented) R=30.0 348.00 ft2 5. is this a worst case? No b. N/A R= ft2 C. N/A R= ft2 6. Conditioned floor areas above grade(ft2) 348 11. Ducts R ft2 Conditioned floor area below grade(ft2)0 0 a. Sup:Attic,Ret:Attic,AH:AH2 6 210.4 7. Windows(65.0 sgfL) Description Area a.U-Factor SgI,u=0.75 65.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 28.3 SEER:16.00 b.U-Factor N/a ft2 SHGC: c.U-Factor N/a Q 13. Heating systems kBtulhr Efficiency SHGC: & Electric Strip Heat 27.3 COP:1.00 d-U-Factor N/a ft2 SHGC: Area weighted Average Overhang Depth: 2.000 ft. 14. Hot water system-Supplemental for Addition Area weighted Average SHGC: 0.250 a. Electric Tankless Cap:].gallons 8. Floor types(348 sqft.) Insulation Area EF:0.920 & Slab-On-Grade Edge Insulation R=0.0 348.00 ft2 b. Conservation features b. N/A R= ft2 None C. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.253 Total Proposed Modified Loads: 38.78 pggS Total Baseline Loads: 48.59 1 hereby certi that the pla an cati d Review of the plans and ; ••• '`•T�HESS q •••. 0 this calcula n are in co it specifications covered by this •• 7" x `"�"- �, • Code. calculation indicates compliance •••;!k✓ z "t- 3 Z O'a'r • 03 with the Florida Energy Code. ••••4*- P". PREPA D BY: -- Before construction is completed •••• w;•_�;,�«� = ����''� :i DATE: this building will be inspected for 0 0 0 t compliance with Section 553.908 •••0.9* , •< :U:s , C' . I hereby certify that this building,as designed, is in compliance Florida Statutes. .. .. �:.��•,��. ,,�� with the Florida Energy Code. ••••.• ^�`CQ '" �w .• OWNE GEN I- CAVKVO& LL-- BUILDING OFFICIAL: • __ :�'•�`' _. DATE: - DATE: ::•... - Compliance requires certification by the air handier unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.2.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 1/11/2016 5:16 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Nguyen&Manion Residence Bedrooms: 1 Address Type: Street Address Building Type: User Conditioned Area: 348 Lot# Owner. Total Stories: 1 1 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street- 138 NE 106th STREET Permit Office: Cross Ventilation: County: Miami-Dade Jurisdiction: 161400 Whole House Fan: City,State,Zip: MIAMI, Family Type: Single-family FL. New/Existing: Addition Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Miami FL_MIAMI_INTL AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Block2 348 3,132 - - SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 AHI 348 3,132 No 2 1 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value _ Area Tile Wood_ Carpet 1 Slab-On-Grade Edge Insulatio AHI 52 It 0 348.00 ft2 --- 1 0 0 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch v # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Flat Composition shingles 348.00 ft2 42 ft= White 0.55 No. .0.9 T d'"''0 ATTIC •••••• ...... . ...... # Type Ventilation Vent Ratio(1 in) Area RBS •• IRE •• • • • 1 Full attic Vented 300 --•—T 348.00ft2 N ••i•roi •••••• ••••• CEILING •••••• # Ceiling Type Space R-Value Area Framing Frpt, _• Truss_Type• • 1 Under Attic(Vented) AHI 30 348.00 ft2 0.13• • ••• • • • •�l1(ood 1/11/2016 5:16 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 DOORS # Omt Door Type Space Storms U-Value Width Height Area -- -----_---- — -_ -- Ft In Ft In AHI --- -- - — --- — __-- - WINDOWS Orientation shown is the entered,Proposed orientation. / Wall Overhang # Omt ID Frame Panes NFRC -U-Factor SHGC Area Depth Separation Int Shade Screening 1 E B Metal Single(Clear) Yes 0.75 0.25 10.05 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 2 S C Metal Single(Clear) Yes 0.75 0.25 14.64 ft2 2 ft0 in 2 ft 0 in Drapes/blinds None 3 W 2 Metal Single(Clear) Yes 0.75 0.25 39.96 ft2 2 ft0 in 2 ft0 in Drapestblinds None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .00027 701.3 38.5 72.4 .1863 5 HEATING SYSTEM # System Type Subtype Efficiency Capacity BlockDucts 1 Electric Strip Heat None COPA 27.3 kBtu/hr 1 — sys#1 COOLING SYSTEM # System Type _ Subtype Efficiency Capacity Air Flow SHR Block _Ducts 1 Central Unit Split SEER:16 28.3 kBtu/hr 1000 cfrn 0.75 1 sys#1 HOT WATER SYSTEM # —System Type SubType —Location EF Cap_ Use SetPnt Conservation_ 1 Electric Tankless Exterior 0.92 1 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume • FEF None None •�• • • • DUCTS • / —Supply— —Return— Air CFM 25• CFM26 • • : H�/A�C#• # Location R-Value Area Location Area Leakage Type Handler TOT •OUT Q •• RLF Heat•I.,..�AOIi, 1 Attic 6 210.4 ft Attic 52.6 ft2 Default Leakage AH2 (Default?11361b It) *00000 1••••I•• • • • • •••••• 1/11/2016 5:16 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 TEMPERATURES Programable Thermostat:Y Ceiling Fans: Cooling Jan Feb ( Mar r Ma Jun Jul Auge Oct Nov Dec Heating Jan Feb [X)Mar E pr E May Jun Jul AuSep E Oct Nov Dec Venting Jan Feb [X]Mar [X]A r [ May Jun Jul Aug Se [X]Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 - 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 •fees* •ese•• Y 00.0Y• • sees•• • sees•• • •• • sees• Osseo* sees• • • • :.sees se•••• •e•e•• ••• • •• • ee••••e •• 0000 s se•se• 0s see••• • • • • • so.* • 1/11/2016 5:16 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 LETTER OF TRANSMITTAL Date: September 26, 2016 Project name: 138 N.E. 106'' Street To: Village of Miami Shores Re: Permit# 16-1820 Subject: Permit Comment Response Project Name: 138 Nguyen & Manion Residence Project Type Building Permit Division: Building Reviewer Name: Ismael Naranjo Position: BUILDING OFFICIAL Date of Review: 7/19/2016 . 8/26/2016 •• Date of Submittal: •• 1 ...... . ...... Submittal Number: •••••• • .... .. .. ..... ...... .... ..... .. .. .... ...... . . . . ...... Comment: 1. See Plans for attached stamps 2 See notes A-1 and A-3. Existing window meets requirements 3. Corrected to level 2 alteration on A-1 zoning data. 4. See detail 6/S-3 for ex wood deck connection to new wall. 5. No it's not a bearing wall see section 6/S-3 6. See S-1 notes corrected to 2014 Florida Building Code. 7. See detail 6/S-3 for(4) #5's w/ 1)#6 @ 48" o.c. 8. See correction on details 6/S-3, 1/S-3 & 1/S-2. 9. See detail 6/S-3 and roof framing plan S-2. 10. See detail 6/S-3 blocking was removed. 11. See attached energy calculations 12. Void sheets attached all changes clouded ...... . ...... a..• Ple on ct my office with any questions (305) 754-2318 "•• •• •• '•••• .. .. .... ...... Thank y ...... . . . . ...... • • . . •..•.• . . Mark A. Campbell,Arc ' ect FL AR#11074 138 Nguyen & Manion Residence Response Comments 8-26-16 .$ � ldl'rami Shores Village Building Department 10050 NE 2nd Ave. mA Miami Shores, FL 33138 305-795-2204/Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I(We)have been retained by C 01F� Y"1&','10 " `Ito perform special inspector services under the Florida Building Code 5t"Edition(2014)and Miami D de County Administrative Code at the 1.39 � (Q� S� project on the below listed structure as of - Z�-th (date). I am a registered architect/professional engineer licensed in the State of Florida. Process Number: - 1• _ ( � 2L Special Inspector for Reinforced Masonry,Section 2122.4 of the FBC 51h Edition(2014) _Miami Dade County Administrative Code,Article Ii Section 8-22 Special Inspector for _Tpusses>35 ft.long or 6 ft.high Sreel Framing and Connections welded or bolted �/Soil Compaction _Precast Attachments _Roofing Applications,Lt.Weight. Insul.Conc. _Other Note: Only the marked boxes apply. The following individual(s)employed by this firm or me is authorized representative to perform inspection` I. 2. 3. 4. *Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assign by 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 Fundamentals Examination; or registration as building inspector or general contractor. I(we) will notify the Miami Shores 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 Building Department Inspector. All mandatory inspections,as required by the Florida Building Code,must be performed by the Miami Shores Building Department.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 work under each Building Permit,I will submit to the Building Inspector at the time of the final inspection the completed inspection log form and a seal statement i ating that,to the best of my knowledge,belief and professional judgment ose ort , ti t+bly�,ined above meet the intent of the Florida Building Code and are in al cor` ;, lans. `��` .•�;�CENSF•, �d,''� A Engineer/Architect No 38398 Z Name_�_ RJi'{�A 4 Z��ev, tgned and led - — * — = Print tR j Date: -- � ( � ,a ; STATE OF *�Address 0 �w 65� ST say' °�F••FLORiDn.. •'�,�v�"�:� K.l rCr Lms'� 33 o f6 NAL '... is �s : .. : i .A.... ... ..... ... .. ... .. .. ..-1. ... XV y ..:::.:::.. oil : 4 S! .p. ...: ......:.........:._...._:fir:.... tt� _ .... .�srvr e VI a AIN INV 00.7wo Edward A. LANDERVRII CONSULTING ENGI r AJ ...... . ... ...... XX c - : . ................ - A . :.::.:...... . v - .... .:.. __. .:. .... .. :. ..::.. T .. .....•... a ao ; ; . r� { 77- P.E. #038398 Edward A. LAND RS, RE, (305)823-3938 ���s CONSULTING ENGINEERS ` _-- - --. .-- - -\ `-- ---`- l--/--�-- - - � � / � 6! VA Av P.E. #038398 6 Li Edward A. oe��Q LANDERS, PsEs (305)823-3938 CONSULTING ENGINEERS TABLE 3.2.1.2: Reinforced Wall Properties for Load Combinations Not Including Wind or Seismic ;0 Concrete Masonry Wall Properties Steel Reinforcement Properties d 8 in E` 29,000,000 psi 0 For Effective Depth d=3.8125 in Fy 60,000 psi (Table Arranged by Increasing MR) a fm=1,350 psi n E fm=1,500 psi CD Out-of-Plane Resisting Moment and Shear for Bars Positioned in the Center of the Wall - Q. n 0 fm= 1,350 psi fm= 1,500 psi N Bar Bar Bar Bar Bar Spacing As MR Bar Spacing AS MR Bar Spacing A Bar Spacing A Size (in) (int/ft) (in-lb/ft) Size (in) int/ft) (in-Ib/ft Size (in) (in'/ft) Size P g 2/ MR f�) (in) (in/ft) (in-Ib/ft) 0 8 8 1.19 20,072 4 24 0.10 8,311 8 8 1.�9 21,860 8 72 0.13 8,928 7 8 0.90 19,008 8 72 0.13 8,310 7 8 010 20,647 4 24 0.10 8,348 `z 6 8 0.66 17,730 6 56 0.09 7,804 6 8 0.66 19,201 7 72 0.10 8,114 0 8 16 0.59 16,609 5 40 0.09 7,753 8 16 0.59 18,055 6 56 0.09 7,840 :s 5 8 0.47 16,221 7 72 0.10 7,582 5 8 0.47 17,511 5, 40 0.09 7,786 7 16 0.45 15,650 6 64 0.08 6,829 7 16 0.45 16,963 6 64 0.08 6,860 > 8 24 0.40 15,040 5 48 0.08 6,508 8 24 0.40 16,306 8 96 0.10 6,696 Q 6 16 0.33 14,499 4 32 0.08 6,306 6 16 0.33 15,660 5 48 0.08 6,534 4 8 0.30 14,301 8 96 0.1.0 6,232 4 8 0.30 15,381 4 32 0.08 6,331 7 24 0.30 14,067 6 72 0.07 6,070 7 24 0.30 15,196 6 72 0.07 6,097 8 32 0.30 13,987 7 96 0.08 5,687 8 32 0.30 15,118 7 96 0.08 6,085 8 40 0.24 13,160 5 56 0.07 5,578 8 40 0.24 14,181 5 56 0.07 5,600 5 16 0.23 13,134 4 40 0.06 5,086 5 16 0.23 14,127 8 120 0.08 5,357 7 32 0.23 12,972 8 120 0.08 4,986 7 32 0.23 13,963 4 40 0.06 5,104 6 24 0.22 12,896 5 64 0.06 4,881 6 24 0.22 13,871 5 64 0.06 4,900 8 48 0.20 12,465 6 96 0.06 4,552 8 48 0.20 13,392 7 120 0.06 4,868 7 40 0.18 12,103 7 120 0.06 4,549 7 40 0.18 12,982 6 96 0.06 4,573 6 32 0.17 11,758 5 72 0.05 4,339 6 32 0.17 12,592 5 72 0.05 4,356 5 24 0.16 11,506 4 48 0.05 4,264 5 24 0.16- 12,315 4 48 0.05 4,278 7 48 0.15 11,374 4 56 0.04 3,655 4 16 0.15 12,171 4 56 0.04 3,667 4 16 0.15 11,374 6 120 0.04 3,642 7 48 0.15 12,171 6 120 0.04 3,658 6 40 0.13 10,836 5 96 0.04 3,254 8 56 0.17 11,479 5 96 0.04 3,267 8 56 0.17 10,684 4 64 0.04 3,198 6 40 0.13 10,888 4 64 0.04 3,209 7 56 0.13 9,749 4 72 0.03 2,843 7 56 0.13 10,432 4 72 0.03 2,852 5 32 0.12 9,598 5 120 0.03 2,603 8 64 0.15 10,044 5 120 0.03 2,614 8 64 0.15 9,349 4 96 0.03 2,132 5 32 0.12 9,643 4 96 0.03 2,139 6 48 0.11 9,105 4 120 0.02 1,706 6 48 0.11 9,146 4 120 7 64 0.11 8,530 0.02 1,711 7 64 0.11 9,128 Cn M w � w C xl' rc- L ...:.: . ;' ;;t,► _ � s _. mss: t lac : g 1: t": . .k . sZoo s�- w A pt om :pm --m 6, :.. .. P.E. #038398 Edward A. LANDERS, RE# (305)823-3938 � s CONSULTING ENGINEERS 6 ���� I 0 +� 1i _ Q o 6. � Z:1'J` .. . .. t -... . ... . . ..... [7 re-k)y 1 ; . 6o P.E. #038398 Edward A. LAN ER , PeEl (345)823-3938 C CONSULTING ENGINEERS a :... . ...: .. j. IiaCLA. .Sc f i P.E. #038398 Edward A. LANDERS, RE, (345)823-3938 C cs CONSULTING ENGINEERS • I TABLE 8.4 (Continued) Design values in pounds per square inch(psi) Tension Shear Species and parallel Compression Compression commercial grade Size Bending parallel perpendicular Modulus classification F g to grain to grain parallel of Non-Dense Select SGlictural -°- - Ft F, to,grain to grain Grading No.1 Dense Fcl F of Rules 2"-4"thick 1850 950 E No.1 1450 775 90 480 Agency N6.1 Non-Dense 1300 90 660 1750 1.7,00,000 10"wide 725 90 1756 1,80D,000 NO-2 Dense 1200 65D 565 No 1200 90 1600 1,700,000 625 90 1500 480 No.2 Non-Dense 1050 575 660 1,600,000 No.3 950 550 90 565 1650 1,700,000 90 1500 Dense Select Structural 600 325 480 1400 1,600,000 Select Structural 2050 90 565 1.406,600 Non 1100 90 850 1,400,000 -Dense Select Structural 1900 105o 660' 1950 No.1 Dense 1750 900 90 565 1.900,000 No.1 '""'"'`^k 90 1800 1,800,000 1350 725 480 1700 No.1 Non-Dense ` 1250 675 90 660 1.700,000 N Dense i�•W+e 1150 90 565 1600 1,800,000 No.2. : 5 0 90 1,700,000 197$ 575 90 480 1500 0.2 Non-Dense 550 660 1.600,000 No.3 900 525 90 565 1600 1,700,000 • 575.-... 90 480 1450' 1,600,000 325 90 565 1� 1,400.000 Dense Structura186 (dry service conditions— 0 1400 000 �` F'��irtlCtural-7 2"�'th[gk- , ,L 19/,or less moisture Dense Structural 1750 65 155 r2Ii.XPR��1 2'&wider 2200 1450 660 2000 • 1 130 660 1650 1,800„000 Dense Structural 86 1'8'000 SPIE (91Net service Conditions) 1 Dense Structural 72' 2 1/2"�"thick 2100 ^se Siruolural 65 1750 1900 145 2=112'8 wider 1600 1200 120 440 1300 1,600,000 - •,•, - ,,; .., 1050 110 440 1100 c 440 1000 1.600,000 SPIB 1.600,0 DD _.._...-. .aFPA .f`rrncrly -NFP.-%.I, 1" shington. DC, 1991.. Dense Select Structural 3050 1650 100 660 2250 1,900,000 Select Structural 2850 1600 100 565 2100 1,800,000 i Non-Dense Select Structural 2650 1350 100 480 1950 1,700,000 No.1 Dense. 2000 1100 100 660 2000 i,800,000 i No.1 T-4"thick 1850 1050 100 565 1850 1,700,000 No.1 Non-Dense 1700 900 100 480 1700 1,600,000 No.2 Dense 2"-4'wide 1700 875 90 666 f850 1,700,000 Not 1500 825 90 565 1650 1,600,000 No.2 Non-Dense 1350 775 90 480 1600 1,400;000 No.3 850 475 90 565 975 1,400;000 Stud .875 :500 90 565 975 1,400i00D Construction 2"-4"thick 1100 - 625 100 565 1800 1,500;000 Standard 625 '350 90 565 1500 1,300;000 utility 4"wide 300 175 90 565 975 1,300,000 Dense Select Structural 2700 1500 90 660 2150 1,900,000 Select Structural 2550 1400 90 565 2000 1,800,000 Non-Dense Select Structural 2350 1200 90 480 1850 1,700,000 No.1 Dense 1750 950 90 660 1900 1,800,000 No.1 T-4"thick 1650 900 90 565 1750 1,700,000 No.1 Non-Dense 1500 800 90 480 1600 1,600,000 No.2 Dense 5'-6"wide 1450 775 90 660 1750 1,700,000 No.2 1250 725 90 565 1600 1,600,000 No.2 Non-Dense 1150 675 90 480 1500 1,400,000 No.3 750 425 90 565 925 1,400,000 Stud .775-- 425 90 565 925 1,400,000 Dense Select Structural 2450, 1350 90 660 2050 1,900,000 SPIB Select Structural 2300 1300 90 565 1900 1,800,000 Non-Dense Select Structural 2100 1100 90 480 1750 1,700,000 No.1 Dense 2"-4"thick 1650 875 90 660 1800 1,800,000 No.1 1500 825 90 565 1650 1,700,006 No.1,Non-Dense 8"wide 1350 725 90 480 1550 1,600,000 No.2iDense 1400 675 90 660 1700 1,700,000 No.2 1200 650 I 90 565 1550 1,600,000 No.2 Non-Dense 1100 600 i 90 480 1450 1,400,000 No.3 700 400 q 90-.-1. 565 875 1,400,000 Dense Select Structural 2150 1200 90 660 2000 1,900,000 Select Structural 2050 1100 90 565 1850 1,800,000 C44 ......... . .... . ....... .. . .......... El v2r3 f C4,44 ............ .......... . .... ..... (,7: .. ..... ....... de .... . .......... 76 .......... .......... . ............ ........... G .s. 44 6 6 ............. t 0. 60 AAP 7- L) ..... ..... �K ................... ...... c 0 446 6 RON L P.E. #038398 Edward A. UNDERS P,E. (305)823-3938 CONSULTING ENGINEERS ...... .. ...... ... .. ... ......... 6 > .. ........ 4e .............. ............. ............. .......... . . .... ....... .... ............... ................ Tri ��- � s �' , � . ......... ...... ............. P.E. #038398 Edward A. 1ANDERS P.E. (305)823-3938 cid c, CONSULTING ENGINEERS MECAWind Version 2 . 1 . 0 . 6 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2016 www.mecaenterprises_c_om Date 6/20/2016 Project No. 1514668-61 Company Name Edward A. Landers, F.E. Designed By Edward A. landers, P.E. Address 7850 NW 146th Street Description Wind Pressures City Miami Lakes, Customer Name 138 NE 106th Street State Florida Proj Location Miami Shores, Florida File Location: C:\Program Files (x86)\MECAWind\1614820-0l.wnd a 3L- 2 ---- 2 --3 Root'notshown 1 1 ' i 3 -2 - ---2- 3 �`alts f�1► Gable Roof 0 a Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are .eased upon ASD Design, with a Load Factor of . 6 Width of Pressure Coefficient Zone "a" = 4.6 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf -------------------------------------------------------------------------- UPLIFT 2.00 10.00 33.3 1 0.25 -0.95 16.00 -38.28 UPLIFT 2.00 10.00 33.3 2 0.25 -1.43 16.00 -54.78 UPLIFT 2.00 10.00 33.3 3 0.25 -1.91 16.00 -70.98 WINDOW B 3.00 3.00 9.0 4 0.90 -0.99 36.66 -39.71 WINDOW C 3.67 4.00 14.7 4 0.87 -0.96 35.76 -38.81 WINDOW D 3.00 7.00 21.0 4 0.85 -0.94 34.92 -37.97 DOOR 2 5.00 7.00 35.0 4 0.81 -0.90 33.72 -36.78 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc: .00256*V^2*Khcc*Kht*Kd = 33.94 psf �2 MECAWind Version 2 . 1 . 0 . 6 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2016 www.mecaenterpri.ses.cora Date 6/20/2016 Project No. 1514608-01 Company Name Edward A. Landers, P.E. Designed By Edward A. landers, P.E. Address 7850 NW 146th Street Description Wind Pressures City Miami Lakes, Customer Name 138 NE 106th Street State Florida Proj Location Miami Shores, Florida File Location: C:\Program Files (x86)\MECAWind\1614820-0l.wnd Directional Procedure Simplified Diaphragrm Building (Ch 27 Part 2) All pressures shown are based upon ASD Design, with a Load Factor of . 6 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 Damping Ratio (beta) = 0.01 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 = 0.25 : 12 Slope of Roof(Theta) = 1.20 Deg Ht: Mean Roof Ht - 11.50 ft Type of Roof = Gabled RHt: Ridge Ht = 14.00 ft Eht: Eave Height = 9.00 ft OH: Roof Overhang at Eave= 1.00 ft Roof Area = 664 .00 ft^ 2 Bldg Length Along Ridge = 50.00 ft Bldg Width Across Ridge= 50.00 ft 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*lzm) ) = 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 Topographic Adjustment 0.33*z = 3.80 Kzt (0.33*z) : Topographic factor at elevation 0.33*z = 1.00 Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33*z) ] ^0.5 = 175.00 mph Net Wind Pressures on Walls (Table 27.6-1) Wall Pressures do not include effect of internal pressure MWFRS-Wall Pressures for Wind Normal to 50 ft wall L/B = 1.00 ph: Net Pressure at top of wall (windward + leeward) = 38.70 psf p0: Net Pressure at bottom of wall (windward + leeward) = 38.70 psf ps: Side wall pressure acting uniformly outward = .54 * ph = 20.90 psf pl: Leeward wall pressure acting uniformly outward = .38 * ph= 14 .71 psf pwh: Windward wall pressure acting uniformly outward = ph-pl = 23.99 psf pw0: Windward wall pressure acting uniformly outward = p0-pl = 23.99 psf l3 MWFRS-Wall Pressures for Wind Normal to 50 ft wall L/B = 1.00 ph: Net Pressure at top of wall (windward + leeward) = 38.70 psf p0: Net Pressure at bottom of wall (windward + _leeward) = 38.70 psf ps: Side wall pressure acting uniformly outward = .54 * ph = 20. 90 psf pl: Leeward wall pressure acting uniformly outward = .38 * ph= 14.71 psf pwh: Windward wall pressure acting uniformly outward = ph-pl = 23.99 psf pw0: Windward wall pressure acting uniformly outward = p0-pl = 23. 99 psf See Fig 27.6-2 for Parapet wind Roof Pressures pressures See Table 27.6-2 ` Mean roof ht. Pit Et Wind Wall Pressures --} h See Table 27.6.1 Plan PO Elevation Net Wind Pressures on Roof (Table 27.6-2) : Exposure Adjustment Factor = 1.000 Zone Load Casel Load Case2 psf psf ---- ---------- ---------- 1 .00 .00 2 .00 .00 3 -36.05 .00 4 -32.18 .00 5 -26.37 .00 Note: A value of 10' indicates that the zone/load case is not applicable. ijet 141W Wiwi Gabled Roof Roof Overhang Loads (Figure 27.6-3) : Load Case 1: Povhl: Overhang pressure for zone 1 = 00 psf Povh3: Overhang pressure for zone 3 = -27.03 psf Load Case 2• Povhl: Overhang pressure for zone 1 = .00 psf Povh3: Overhang pressure for zone 3 = .00 psf 1 oot cclg preNsure Irom t+i _" its ,111pltc,Il,le p �)r ft V4,111i) �:J M IAM L_ MIAMI-DADE COUNTY 0) UCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOUtVE ) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T 7 6)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE NOA 1VWW.mismidade. 2yttgga Eco Window Systems,LLC U 101 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 100"Aluminum Single Hung Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W09.08, titled `Eco-Guard Series-100 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/12/09, with revision E dated 06/23/15, 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 No.14-0317.02 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P •DADE COUN NOA No.15.0406.12 MIAMI . , Expiration Date: April 08,2019 Approval Date: July 02,2015 Page 1 �t �y Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted tinder NOA No. 09-0224.07 and previous NOA No.14-0317.02) 2. Drawing No. W09�08,titled"Eco-Guard Series-100 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 6 of 6,dated 02/12/09,with revision E dated 06/23/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202.94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-7635, dated 12/09/14,signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No.14-0317.02) 2. 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)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with installation diagram of a 106-1/2" wide x 76" high ECO-Guard Series-100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2166A, dated 12/15/09, signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 09-0224.07) 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 1062/2"wide x 76" high ECO-Guard Series-100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2166C, dated 12/ 15/09, signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 09-0224.07) 4. 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)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with installation diagram of a 53-1/4"wide x 76" high ECO-Guard Series-100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc. Test Report No. HETI-08-2168,dated 12/15/09, signed and sealed by Candido F. Font,P.E. (Submitted tinder NOA No. 09-0224.0 7) Ma"el- ez,P.E. Product CohliojAxaminer NOA No. 15-0406.12 Expiration Date: April 08,2019 Approval Date: July 02,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 5. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 53-1/4"wide x 76-1/4"high ECO-Guard Series.100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc. Test Report No.HETI-08.2170,dated 12/15/09,signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 03/27/15 and 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14.0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-511 Edition(2014),and of no financial interest, dated March 17, 2015,issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Report No. FTL-7635, issued by Fenestration Testing Laboratory,Inc.,dated 12/09/14,signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No. 14.0317.02) 3. Proposal issued by the Product Control Section, dated 03/25/13, signed by Jaime Gascon,P.E.,Product Control Section Supervisor. (Submitted under previous NOA No.14-03-17.02) 4. Laboratory compliance letters for Test Reports No.HETI-08-2166A, HETI-08-2166C, HETI-08-2168 and HETI-08-2170, all issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, signed and sealed by Candido F. Font, P.E. (Submitted under NDA No. 09-0224.0 7) G. OTHERS 1. Notice of Acceptance No. 14.0317.02, issued to Eco Window Systems, LLC for their Series "Eco-Guard 100" Aluminum Single Hung Window - L.M.I., approved on 04/10/14 and expiring on 04/08/19. Manuel P.E. Product Contr Ex iner NOA No. 1 -0406.12 Expiration Date: Apri108,2019 Approval Date: July 02,2015 E-2 U 53 1/8" 53 1/8' m WINDOW WIDTH WINDOW WIDTH 47 3/8" 47 3/8" z D.L.O. (FIX. LITE) D.L.O. (FIX. LITS I 8' MAX. 12"MAX. 8"MAX. 12"MAX. a HEAD HEAD m HEAD HEAD m v CORNERS 3 1 0 CORNERS 3 1z fSu o Q ro V R�C II v II II II II II 1 I II II i I I A, I, 1. SWEEP LATCHES 4 --"'�i"----�--" —T 0�pp� t 0 --�---- AT 72-1/2' I I D Ij N' �� FROM ENDS W 3 QG J a �I 8 11 II TYP. I� li 1L z G 11 Sc m uNi d it 'Ii m IY N f F 2 2 J r; n� is p II II II N IIu----31--- g II 11 it 3 B ii J 6 (05 11 u .o A=A IIOIt J II m �^ I� II yi W E-x 11 of II C 11 j f-' II 3 I I O al W I, II � T FALSE 14UNTINS NO ANCHORS AT SILL FALSE MUNTINS NO ANCHORS AT SILL Q M (SURFACE APPLIED) (SURFACE APPLIED) OPTIONAL 47 3/8" OPTIONAL 47 3/8" H z 3 D.L.O. (VENT) O.L.O.(VENT) 3 Z SPRING LOADED LATCHES 50 3/18' AT 7"FROM ENDS 50 3/18" 1 V VENT WIDTH OPTIONAL TO VENT WIDTH H W rn ECO-GUARD SERIES-100 SWEEP LATCHES ALUMINUM SINGLE HUNG WINDOW EQUAL LUTES M'• UNEQUAL LITES (ORIEL TYPE) o DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TYPICAL ELEVATIONS CHARTS SHOWN ON SHEETS 2. TESTED UNITS APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE ` R COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER oR S WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING Q e r g LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL MIAMI-DARE COUNTY APPROVED MULLIONS IN BETWEEN. o @ EEE WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY ° a f 888N HURRICANE ZONE (HVHZ). •� g o S e d C{ m Y P W WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS E r:JAVAD AHMAD Q _ EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. THESE WINDOWS ARE RATED FOR LARGE do SMALL MISSILE IMPACT. CML I c ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE SHUTTERS ARE NOT REQUIRED. FLA.AP.N.E 70592 g C 3 CJB NOT PART OF THIS APPROVAL. PRODMloRyBVISOD v $ A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. .,..pi)mwa9 uwF1oddd 3Butift 0 ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NDN-COMPRESSIBLE. Ac��d o/16� �.,J�., 4)u , 2 3 20 5 drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT G/J ifulfan Dam COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE B). W09-08 REQUIREMENTS OF THE FLORIDA BUILDING CODE, Miroduct C." �Sh I ofI of 6I of 6 EQUAL CITES WINDOWS WIDTH UNEQUAL CITES WINDOWSWIDTH W DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY -PSF o CLASS TYPES GLASS TYPE GLASS TYPES FLANGE DIME. A', 'B' & 'C' FLANGE DIMS. A' WIDTH HEIGHT EXT.(+) INT.(-) W1DlH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 0 rZ 19-1/8" 75.0 90.0 19-1/8" 75.0 90.0 75.0 90.0 W 1 24• 75.0 90.0 'j• 24' 75.0 90.0_ 75.0 90.0 1 211-1/1. 75.0 32' 28" 90.0 26-1/2' 75.0 90.0 75.0 90.0 Cd i/ CCC 8 32 75.0 90.0 32' 50-5/8' 75.0 90.0 75.0 90.0 37' (3) 75.0 90.0tx 37' (5) 75.0 90.0 _ 75.0 90.0 � 40' 75.0 911.0 = 40' 75.0 1 90.0 1 75.0 90.0 Ix 48' 75.0 90.0 48' 75.0 90.0 _75.0 90.0 In Cgs 33-1/8' 75.0 90.0 53-1/8" 75.0 90.0 75.0 90.0 = s<� 19-1/8• 75.0 917.0 19-1/8" 75.0_ 90.0 75.0 90.0 U m 24' 75.0 90.0 �' 24' 75.0 90.0 75.0 90.0 1 �_i 26-1/2' 75.0 90.0 26-1/2• 75.0 90.0 75.0 90.0 O m �x UU 32' 36-3/8" 75.0 90.0 32' 63' 75.0 90.0 75.0 90.0 Z 37' (4) 75.0 90.0 J7' (6) 75.0 90.0 75.0 90.0 40' 75.0 90.0 40' 75.0 90.0 75.0 90.0_ � D 46' 75.0 90.0 EQUAL LRES 4g• - - 75.0 90.0 ❑ UNEQUAL LITES (ORIEL TYPE) 53-1/8' 75.0 90.0 53-1/8' - - 75.0 90.0 9 i J s 19-1/8' 75.0r-----0- t 19-1/8" 75.0 90.0 _75.0 90.0 24• 75.024' 75.0 90.0 75.0 90.0 P V126-1/2' 75.0 ai 26-1/2" 75.0 90.0 75.0 90.0 32' 50-5/8" 75.0 J2' 76' 75.0 90.0 75.0 90.0vi W37" (5) 75.0 J7' (7) - - 75.0 90.040' 73.00. - - 75.0 _ 90.0 48" 75.0to Z ojj rOf 48• - - 75.0 90.053-1/8" 75.0 9. V 53-1/8' - - 75.0 90.0 7 O19-1/8' 75.0 90.0 Z24• 75.0 90.0 1, TO QUALIFY FOR SMALL MISSILE IMPACT RATING + Z Li26-1/2• 75.0 90.0 a EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED.32' 8J' 75.0 90.037' (6) 75.0 90.0 U w 1/B' HEAT STREN'D. GLASS40' 75.0 90.0 4B' 75.0 90.0 2 5/16'AIR SPACE PRODUCT REVISED m ..,AYlnIt wNh the Fwde53-1/8• 75.0 90.0 In 1/8'HEAT STREN'0. GLASS 3/16"HEAT STREN'D. GLASS 1/8'HEAT STREN'D.GLASS Bultdlo`,9-1/8• 75.0 90.0 24' 75.0 900 .090 Interbyer 090'Interioyer 090"Interloyar ADuPont Butaeite PVB DuPont Butaalte PVB DuPont ButocIe PVB R 25-1/2' 75.0 90.0 By'Kuraray America, Inc.' By 'Kuraroy America, Inc.' By 'Kuroroy Americo, Inc.' By 32' 76" 75.0 90.0 ct It 2 5 R o. 1/8• HEAT STREN'D.GLASS 3/16"HEAT STREN'D. GLASS 1/8" HEAT STREN'D. G1A55 y} 3 R 37' (7) 75.0 90.0- Z 4 p g 40' _75.0 90.0 ¢ v 48' 75.0 90,0 = UIOLIIYO8.99 F SILICONE SILICONE 111191 s DOW 899 DOW 899 53-1/8" 75.0 90.0 � N e 16 e 7 16 I� h ;a < 18 on m \ iii333 21 0 p 13 • II II I SETTING BLOCKS AT LAM.CLASS AND INSUL.LAM.GLASS 21 NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS g BA 21 ae 21 Engrn JAVAO AHMW •I CML 33 AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES AT 1/4 POINTS FIA.PE 70592 0 3 13 WIDER THAN 36'ONLY 13 WIDER THAN 36'ONLY 24 13 ALL SIZES C.0.N. 38 1 . NOTE: GLASS TYPE 'AGLASS TYPE 'B' GLASS TYPE 'C' b GLASS CAPACITIES ON THIS SHEET ARE GLAZING OPTIONS 1015 drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION W09-08 DECLARATORY STATEMENT OCA05-OEC-219 sheet 20f 6 TYPICAL ANCHORS SEE ELEV.FOR SPACING TYPICAL ANCHORS ur �u V WOOD BUCK :n I SEE ELEV.FOR SPACING N k m d a 'a .'EDGE DIST. METAL MiAMI-DADS COUNTY APPROVED m �i o •d MULLION & MULLION ANCHORS EDCE DIST._ SEE SEPARATE NOA EDGE DIST a.' • STRUCTURE g Z ap 3 _.y.,.•�.,. P3 0 J EDCE DIST. 1 N Z I� 0 'r IPI \ V emmi B B ryz W TYPICAL ANCHORS TYPICAL ANCHORS V S a g SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING 0 T�9� 0 20 o I WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. a MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM J AND TRANSFER THEM TO THE BUILDING STRUCTURE. # J OPTIONAL TO (n 12 BOTTOM LATCH TYPICAL ANCHORS: SEE ELEV. FOR SPACING ' 1,/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI,Fy=155 NSI) © 14 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES Wcp y 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) 8 � W 4 4 THRU 18Y BUCKS INTO CONC. OR MASONRY M O on _ 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) Z - 5 W i 1e z1 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 3 3 IZ 1 DIRECTLY INTO CONC. OR MASONRY 0 a 1 1-1/2" MIN. EMBED INTO CONCRETE (HEAD) U w 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) W o'2 � � o 0 1 - 114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 4 ° INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") o t1 INTO METAL STRUCTURES 1 STEEL : 1/8" GA. MIN. (Fy = 36 KSI MIN.) t2 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) `o (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) tl u TYPICAL EDGE DISTANCE u g 11A INTO CONCRETE AND MASONRY = 2-1/2" MIN. I INTO WOOD STRUCTURE - 1" MIN. O iS j 18 INTO METAL STRUCTURE = 3/4" MIN. 05 C22 1 m o 14A WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. > G g 2 CONCRETE AT HEAD, SILL OR JAMBS Pc - 3000 PSI MIN. C-90 HOLLOW/FILL.ED NORMAL WEIGHT CMU AT JAMBS f'm 2000 PSI MIN. d PRODUcr RBV1SSD o oyll%with IW F ddfiD"Ing Code 406 Engr:JAVAD AHMAD g CML 3 de �. AcyegNrlt� FLA PE//70592 3 . ..a d - (�Z C.A.N.$STB a d a £ B9utt $ b 1 d aLLAe 9' �15 Browing no. ALL JOINTS AND FRAME CONNECTIONS SEALED WITH W09-08 JOINT SEALER. sheet 3 of 6 ITEM/ PART/ REQD. DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS S 1 FY101 1 FRAME HEAD _ 6083-T8 1 2 FY115 1 FRAME SILL 6063-T8 - 3 FY103 2 FRAME JAMB 6083-T6 - 7" J 4 FY104 1 FIXED MTG.RAIL 6063-T6 - 5 FY105 1 VENT TOP RAIL -- 6063-T8 3 6 FY114 1 VENT BOTTOM RAIL 6083-T8 7 FY107 2 VENT SIDE RAIL 6083-T6 - 1t 8 FY108 AS ROD. GLAZING BEAD(5/18'LAM.GLASS) 6063-T8 BA FY109 AS ROD. GLAZING BEAD(7/18'LAM.CLASS) 6063-TG - MLAM-OADE COUNTY BB FY11O AS ROD. GLAZING BEAD(1NSUL. LAM.GLASS) 6083-T5 APPROVED MULLION 9 FY116 2/VENT SASH STOP 6063-T5 - 6<4 SEE SEPARATE NOA SEE TYPICAL FORRSSPACING 11 FY113 2/VENT SPRING LOADED LATCH,AT 7-FROM ENDS 6063-TB - Orb IIA - 1/LATCH LATCH SPRING ST. STEEL - 12 SL203P 2/VENT SWEEP LATCH,AT 12-1/2-FROM ENDS ZMNK SULLIVAN 4.ASSOC. 12A /8 X 5/8' 2/LATCH LATCH INST. SCREWS ST.STEEL FH SMS a W 13 - AS REOD. SETTING BLOCK EPOM OUROMETER 8015 SHORE A c _---- - - - - - - --- 14 16 X 1" AS REDD, FRAME A VENT ASSEMBLY SCREWS CRS PH SMS 14A #8 X 3/8' 2/VENT BOTTOM RAIL ASSEMBLY SCREWS CRS PH SMS J () $ 15 E207 AS REDO. BOTTOM RAIL SEAL- SERIES 101 NEOPRENE ULTRAFAB v J m - 1 16 E203 AS READ. GLAZING BEAD BULB T _ SANTOPRENE ULTRAFAB 18 W23181 AS REOD. FIN SEAL W'STRIPPING - ULTRAFA13 i W 18 FY117 4/VENT SASH GUIDE � CELCON MAIM PLASTICS v � .. 19A /8 X 3/B" 1/GUIDE SASH GUIDE INST. SCREW_____ CRS OH SMS TYPE B W 20 F210 2/VENT SASH BALANCE - SUPERBOOST BY BSI WINDOW WIDTH _ WINDOW WIDTH o � 20A 08 X 5/8' 1/BALANCE BALANCE INST.SCREW - P FH SMS ^ m 21 AS REOD. GLASS SPACER _ SILICONE FRANK LOWE 8 QO O"'1 vi 22 - 1 5/18"BOX SCREEN - OPTIONAL y Z LL 23 FY12O - FLUSH FRAME ADAPTER 8063-T6 OPTIONAL 3 Z TYPICAL ANCHORS SEE ELEV. FOR SPACING 24 - - INSUL.GLASS EDGE SPACER ST.STEEL CARDINAL XL yy C J O1/4'MAX. 1/ VENT WIDTHSHIMS SHIM IBM 1/4"MAX. 9 WOOD BUCKSSHIM STRUCTURE 1e 7 20 o . TYPICAL ANCHORS ° SEE ELEV. c tl q 1 2" _ _ _ _ _ TYPICAL ANCHORS B FOR SPACING SEE ELEV. y x FOR SPACING m 3 L QQQOm 3 & F 3 _ 1I/ a md' d c 52 SCREEN OPTIONAL-------- 1/4' Ci .MASONRY o O t4 EXTERIOR g } En9r:JAVAO AHMAD CPAL i 3 D.L. OPC. SCPE AN. 70592 S t3 nFrLaE..+1am. s a WINDOW WIDTH B cam �" Bulldhrg Code o mwI Lmta� sokwo19 015 drawing no. By / W09-08 Mi do n CI I sh68t 4 oT 6 • TYPICAL ANCHORS �t f 0 EDGE 01ST. SEE ELEV.FOR SPACING V w 0 TYPICAL ANCHORS METAL MIAMI-DARE COUNTY APPROVED e SEE ELEV. FOR SPACING EDGE 01ST. STRUCTURE MULLION h MULLION ANCHORS Z 3 SEE SEPARATE NOA J ' I EDGE DIST. I �155 I a O ��n � ryo ALT. z 1 Q C TYPICAL ANCHORS SEE ELEV. FOR SPACING a ; aZ � U o J J n v J I [n z 2 h vi W s 00 w (o N r m W 0 OM n M .n O w Y/A.�MAX tppo SHIMS ALT. vI 3 Z Y 33 Q TYPICAL ANCHORS U W SEE ELEV. FOR SPACING $ W m a' O >� aC C. �n 1 T a MASONRY ON F F Q © u S998 ALT. �<mum INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Env..JAVAO AHMAD cnm FLA.PE A 70592 PRODUCT REVISED C.A.N.Js7e , ` k P s a Y01I11�ly' Vit 16e Florida P. BWIdIng Code /•,n O . . . A hrb 1JMo OV1�f L � 1015 Browing no. By P (/ W09-08 sheet 5 of 6 2.75.062 062 1.688 750 .078 .062 �8�13 -1 2.750 < Q ri. 2.812L0 Q FRAME HEAD a I � 4 1.202--I .o6t--I /1E-2 2.874 MR O FRAME JAMB 11.. .062 � 2.189 I ��W� 1.375 1.001 �'""�'.519 .394--j +{ .130_j_j LL yl a -21 1.422 .045 '803 .050 .803 .045 .803 ® FIX. MEETING RAIL 8 �i 1.047 9A -i 1.047 0 Q 3 C) o `1.340 GLAZING BEADS J J J � 1.434-1 1.250 A62 vi W 2.063 S 1.087 .062 1.140 m '0- VENT 11.140-� .621 a 19,0 M N bi Z O5 VENT TOP RAIL 7O VENT SIDE RAIL q ;y 2.027 /� 3 Z W R 7.247 Wrn� O 1.929 •21.7502.773 ,078 1.445 r T 1.254 dp 8 o � .963 x �ep © VENT BOTTOM RAIL 1i SPRING LOADED LATCH VENT CORNER DETAIL L"1� 2.974 i N 0-11,2 �� n m -1 d oe2 3.002 $ 2.688 FRAME CORNERS DETAL Eegr.JFCMLNIMAO 062 ilA.PE 70592 c C.Q.N. 38 � ,PRODUCTRBVISBD . .500 as complyhl9 wkh the Florida .974 .769 BUIWI04Code ~ �,/ 9- 500 Accaprmr Detc4s '(f Z01,rl; drawlO �2-750 2.611 / W09-08 Q FRAME SILL z3 FLUSH FRAME ADAPTER sheet Sof 6 U� Z M®��E MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) w w.miamidade.$ov/economy ECO Windows Systems,LLC 9114 N.W. 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 11700"Aluminum Sliding Glass Door w/Reinforcements-L.M.I. APPROVAL DOCUMENT:Drawing No.W13-49 REV C,titled"Series-700 Alum SLD.Glass Door(L.M.I.)", sheets 1 through 12 of 12,prepared by Al-Farooq Corporation,dated 09/27/13 and last revised on DEC 02,2015, 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. See Design Pressures Vs Reinforcing,glass types and anchor capacity charts in sheet 5.Exterior(positive)design pressures are limited to+70 PSF w/2-3/4"sill riser and+47.0 PSF w/2"sill riser.Lower design Pressure from charts applies to entire system. 2. See approved configurations in sheets 1 thru 4.The max frame are of alternate sizes not to exceed tested frame area per FBC requirements. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",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 ounty,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the u y manufacturer or its distributors and shall be available for inspection at the job site at the reque o the Bu 1 g ficial. This NOA revises#13-0912.02 consists of this pa e 1 an v en e a ,as well as approval document mentioned above. The submitted documentation was reviewed s q I, In MIAMWADE COUNTY NOA No.15-0612.05 Expiration Date: March 20,2019 ,Opproval Date: December I7,2015 Page 1 ECO Windows Systems,LLC NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(see below) 2. Drawing No.W13-49 REV C,titled"Series-700 Alum SLD. Glass Door(L.M.I.)", sheets 1 through 12 of 12,prepared by Al-Farooq Corporation,dated 09/27/13 and last revised on DEC 02,2015,signed and scaled by Javad Ahmad,P.E. B. TESTS(Submitted under file#13-0912.02) 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 diagrams of Alum sliding Glass doors, prepared by Fenestration Testing Lab,Inc.,Test Report No. FTL-7405 dated 09/13/2013 and last revised on 02/10/2014,signed and sealed by Marlin D. Brinson,P. E. Note: The above referenced test report has an addendum letter dated FEB 10,2014,issued by Fenestration Testing Lab,Inc.,signed by Ms.Iliana Sanchez,test report Author. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014 (5`h Edition),prepared by Al Farooq Corporation,dated 06/10/15 and last revised on DEC 02, 2015, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02,-04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. (Former E.I. DuPont DeNemours &Co.,Inc.)for the"Kuraray Butacite®PVB interlayer",expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. (Former E.I. DuPont DeNemours&Co.,Inc.)for the"Sentry Glass®(Clear and White) Glass Interlayers", expiring on 07/04/17. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5`h Edition)and letter of no financial interest,prepared by Al Farooq Corporation,dated 06/10/15,signed and sealed by Javad Ahmad,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal,dated 03/25/13 approved by Jaime D. Gascon,P.E. Ishaq L Chanda,P.E. Product Control Examiner NOA No.15-0612.05 Expiration Date: March 20,2019 Approval Date: December 17,2015 E-1 4 3/8' CLUSTER OF w 8 ANCHORS S'MAX. 13'MAX.. • AT INTERLOCK ENDS HEAD HEAP / SEE SHEET 5 FOR CAPACITY M CORNERS c I 96. Al pppag �Q` o • � A C U DOOR FRAME WIDTH yA (V o � $dj111 4 INTERLOCKS WITH OR WITHOUT p REINFORCING SEE CHART IE1 L16 � it li J t, INSTRUCTIONS IONS: USE CHARTS AS FOLLOWS. N STEP 1 SEE CHART 01 ON SHEET 5 FOR GLASS CAPACITY = ; ;, �; // ;� U AND REINFORCING REQUIREMENTS. 7yw� STEP SELECT SILL HEET 7 AND LIMIT EXT.(+)DESIGNPRESSUREPRESSURYPE FROM EHAS SHOWN ON DETAIL. W n STEP 3 SEE CHART/2 ON SHEET 5 FOR ANCHOR CAPACITY. STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 1 THRU 3 SHALL APPLY TO ENTIRE SYSTEM. r--- S r I I � 3 a II II M iii I I 0MM n II II � Z DAYLITE OPENINGS WIDTHS: FIXED STILE-INTERLOCK - PANEL WIDTH - 7.125" v INTERLOCK-ASTRAGAL - PANEL WIDTH - 7.250" B DAYLITE OPENING HEIGHT: MlON1UCFREVi660 O PANEL HEIGHT - 6.50" -- eeee0q"wMN The FIormL PANEL HEIGHT DOOR FRAME HEIGHT - 1.5625' 41 3/4' 4t J/4' m'�1 AtelpeeeeNe -0 �2�6'r '�^ FALSE MUNRN 1 1Mw OekMAF e/9 8!§ OPTIONAL D.L.OPG. D.L. OPG. ISIn+ THESE DOORS ARE RATED FOR LARGE &SMALL MLSSILE IMPACT. 48 7/1" "' pre9K1CDR" cI R SHUTTERS ARE NOT REQUIRED. PANEL WIDTH 48 7/8" q R q PANEL WIDTH u S S SERIES-700 ALUMINUM SLIDING GLASS DOOR 1 1 5"MAX. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE SILL iJ'MAX. c d - REQUIREMENTS OF THE 2014 (51H EDITION) FLORIDA BUILDING CODE CORNERS SILL m o S INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). h R' LAMINATED GLASS € 18Y OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO CLUSTER CS INSUL. LAM. GLASS < m a TRANSFER LOADS TO THE STRUCTURE. AT INTERLOCK ENDS LARGE MISSILE IMPACT Y ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS SEE SHEET 5 FOR CAPACITY EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, Engr:,IAVADDAHMADCIVIL 3 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE TYPICAL ELEVATIOB Fu.PE/70592 4 NOT PART OF THIS APPROVAL. ox CI IN 5W A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 15 $ { ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. ALTERNATE SIZE UNITS: MAX. FRAME AREA OF DOORS NOT TO EXCEED drawing no. '.ME INTOMATERIALS INCLUDINGCO TACT WITH OTHER UT NOT LIMITED DISSIMILAR MATERIALS SHALSCREWS. MEET THE THAT THE TESTED FRAME AREA OF 72 50. FT. W�3-49 REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet T of 1,1 CLUSTER OF 4 V w 8 ANCHORS 1\ 5"MAX. 13"MAX. 4 3/8" g' AT INTERLOCK/ASTRAGAL ENDS I HEAD SEE SHEET 5 FOR CAPACITY ✓+ CORNERS I ,__ 9 DOOR FRAME WIDTH A � k INTERLOCKS I II RWITHHFORC OR WITHOUT rKr ' SEECHART#1 Fi a _ , I I G) h I' I� �I 3 TOM r II II Z Q O Jln I 1 I (7, 0 42 1/16" 42 1/16" 5 HIOWGraevinD @5 FALSE MUNTN D.L.OPG. D.L.OPG. 3 rrwW lur cMdM g OPTIONAL49 BBB / n 1wIM�C.4 f p 49 5/16" PANEL WIDTH S D�iI*S-Q (�Q' O1 g R PANEL WIDTH ASTRAGAL INTERLOCK avl o 3 5"MAX. l SILL L 13"MAX. 0 CUSTER OF o r C0 SILL - �� 8 ANCHORS 'o AT INTERLOCK/ASTRAGAL ENDS <m u TYPICAL ELEVATION SEE SHEET 5 FOR CAPACITY oxx h 4 Engr.JAVAD AHMAD ' Cra ALTERNATE SIZE UNITS: FLA PE/70592 $ MAX. FRAME AREA OF DOORS NOT TO EXCEED C.A.N. 536 THE TESTED FRAME AREA OF 110.7 SO, FT. 0 1920115 $ drowing no. W13-49 sheet 2 of 12D CLUSTER OF i 1 O 5'MAX. 13' MAX. 4 3/9' 6 ANCHORS--�AT INTERLOCK/ASTRAGAL ENDS �� w ORNERS HEAD HEAD TYP. SEE SHEET 5 FOR CAPACITY I C 19 0 DOOR FRAME WIDTH C Q INTERLOCKS INTERLOCKS II II WITH OR WITHOUTI: -L WIR OR WITHOUT ^ REINFORCING .' _ REINFORCING 7� SEE CHART#t - -_---li- SEE CHART#I _ 11 1' I I i t LL_ g JL II __=ytnc__=r_=_ ('i ❑^=fit^==-�L-=n J = 16 a io W '' II II II Q O M 3 3� g < wm8d 0 42 1/18' 42 1/16" OPTIONAL FALSE IONALUNTIN O.L. OPO. D.L. OPO. lROOUCFREVIRED c R 49 3/18" 8i CNet rrll►1k Flank PANEL WIDTH 49 5/19' e N. PANEL WIDTH e¢uE4r'MN+Due C INTERLOCK ASTRAGAL INTERLOCK ' el a 5"MAX.SILL _ il! � CORNERS 13-MAX. CLUSTER OF 2 TYPICAL ELEVATION �9 ANCHORS s s g AT INTERLOCK/ASTRAGAL ENDS OXXX SEE SHEET 5 FOR CAPACITY y, EW:JAVAD AHM AD g ALTERNATE SIZE UNITS: FLA.PCEAML 70592 C 33 MAX, FRAME AREA OF DOORS NOT TO EXCEED THE TESTED FRAME AREA OF 144 SO. FT. C.A. . 539 2015 drawing no. W13-49 sheet 3 of�p DOOR FRAME W. �v A I M C E — NOTE: O J u O 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. F' a y 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS d o• REQUIREMENTS SEE SHEET 5. g p 3. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 9. g p B fu INTERLOCK F 0 LL OX(SHOWN) IXTERIOR XO I DOOR FRAME WIDTH(SEE Dp TABLE) I 6 i m XX FG C DOOR FRAME WIDTH O © O O go ¢ S A s�o� 888 J H G D pp 0 a ASTRAGAL 5RLO. OXX(SHOWN) EXTERIOR XXO DOOR FRAME WIDTH (SEE Dp TABLE) DOOR FRAME YAM O © pO © �oD A n 3 0n M ur u�I J G D C Z 3li 2G 11 ASTRAGAL INTERLOCK W 02 F OXO(SHOWN) EXTERIOR DOOR FRAME WIDTH (SEE Op TABLE) A DOOR FRAME WIDTH © ©ASTRAelLYI�'�wRh0.�yM ome Ia R rg MIM D*�u � D w B g°e 8„ INTERLOCK INTERLOCK i OXXX(SHOWN) EXTERIOR �' < m u OXXIO I DOOR FRAME WIDTH(SEE Dp TABLE) XXXX q Engr:JAVAD AHMIAD I i APPROVED CONFIGURATIONSCML FIA.PE70592 CAN. drawing no. W13-49 sheet g of12 CHART N1 CHART g2 3/16"TEMP.GLASS 0 DESIGN LOAD CAPACITY - PSF (GLASS) LOAD CAPACITY - PSF(ANCHORS) /A�u 8 GLASS TYPES GLASS TYPES 3/16"HEAT STREN'D GLASS 3/8"AIR SPACE eY a 'B1' 'A', 'Al' a 14CHM n AVERAGE DOOR FRlA1EITITHAT 1170. 090'Interlayer 3/16"HEAT STREN'0 GLASS PANEL MOTH HWIT OUT REINP. WITH REDVF. PANEL WIDTH HDGIT fm BNDS SentryGlas Z j 090' Interlayer INCHES Nests EXT.(+) INT.(-) EXT.(+) INT.(-) NOes NCHIs EXT,(+) INT,(-) By'Kuraray America,Inc.' SentryGlas 30 70.0 80.0 70.0 80.0 30 70.0 80.0 3/16'HEAT STREN'D GLASS By'Kuraray Americo,Inc.' 1 38 70.0 80.0 70.0 80.0 38 70.0 80.0 3/16"HEAT STREN'D GLASS $ 42 82 70.0 80.0 70.0 80,0 42 62 70.0 80.0 �) su it 48 70.0 80.D 70.0 80.0 48 70.0 80.0 ++ 54 82.2 71.1 82.2 71,i 54 62.2 71.1 ? 81 / I- I \\ vm� 30 70.0 80.0 70.0 80.0 30 70.0 80.0 '�, // 23 II 23 38 70.0 80.0 70.0 80.0 36 70.0 80.0 3S / u i 26 \ / I I� It 28 \ QC 42 84 70.0 80.0 70.0 80.0 42 64 70.0 80.0 II SILICONE I� III SILICONE 'i I I DOW 899 ' ii i it I DOW 699 Qr 48 70.0 80.0 70.0 80.0 48 70.0 80.0 r 54 82.2 71.1 02.2 71.0 54 82.2 71.1 Q 7 Y 30 70.0 80.0 70.0 SOA 30 70.0 60.0 36 70.0 60.0 70.0 Bo.O 35 70.0 80.0 42 90 70.0 80.0 70.0 80.0 42 90 70.0 804 2Y / 29 CARDINAL XL 48 70.0 60.0 70.0 60.0 48 70.0 80.0 � i � i EDGE SPACER 0 5T. STEEL 54 - - 62.2 71.1 54 1 82.2 71.1 GLASS TYPE 'A' ..ACS TYPE 'Al' - Tj 30 70.0 110.0 70.0 SOD 30 70.0 80.0 7/16'OVERALL IAM.GLASS I"OVERALL INSUL IAM. GLASS � J x 38 70.0 SOD 70.0 80.0 36 70.0 80.0 oc e„t 42 98 70.0 80.0 70.0 80.0 42 96 70.0 80.0 g 3/16'TEMP, GLASS 48 70.0 50.0 70.0 80.0 48 70.0 80.0 W 54 - - 62.2 71.1 54 62.2 71.1 3/16"HEAT STREN'D GLASS 3/8"AIR SPACE 30 --- 30 70.0 110.0 70.0 80.0 30 70.0 80.0 090'Interlayer 3/16'HEAT STREN'0 GLASS 2 V)w0 35CIS 70.0 80.0 70.0 80.0 38 70.0 80.0 Butaelte PVB 090'Interlayer tnI, m 42 70.0 80.0 70.0 80.0 42 98 70.0 80.0 By'Kuraray AmeAca, Inc.' Butaoite PVB 3 G,N7 O1 48 70.0 80.0 70.0 80.0 48 70.0 80.0 3/16"HEAT STREWD GLASS By'Kuraray America,Inc. OO oM JO - 70.0 80.0 30 70.0 60.0 3/16'HEAT STREN'D CLASS Z 3 � l02 - - 70.0 80.0 � 102 70.0 110.0 S 3 z 42 - - 70.0 80.0 42 70.0 80.0 L� 'd- - _ 48 - - 70.0 80.0 48 70.o 80.0 �\ I ���R JO - - 70.0 80.0 30 70.0 80.0 23 11 i1 it 36 108 - - 70.0 80.0 36 1 70.0 60.0 r: / H u 28 \ h / I u u 28 \ O 42 - - 70.0 60.0 42 08 70.0 80.0 I� rl SILICONE �I i 11 SILICONE 48 - - 70.0 80.0 48 70.0 77.9 I II �I I DOW 899 I �I �I �7 I DOW 899 Fl / 17 7 CARDINAL XL 0g 29 i 29 EDGE SPACER 0 E 6 ST.STEEL 7 GLASS TYPE 'B' GLASS TYPE_ 'Bl' 7/18'OVERALL LAM. GLASS 1'OVERALL INSUL.IAM. GLASS 41 cud p 6 PRODUC r RFVIM 2 0- S ALL EXTERIOR(+) LOADS SHOWN IN CHARTS ABOVE ARE GLAZING OPTIONS reerplyisBs�I,ApeF1a14k 0 17 FOR DOORS WITH 2-3/4' SILL HEIGHTS. IImwe Cede P a<m u FOR 2"SILL HEIGHT LIMIT EXT,(+) LOADS TO 47.0 PSI, 14. - \2•CAS DOORS WITH 1-1/8"SILL HEIGHTS ARE NOT APPROVED FOR _ INTERLOCKS WITHOUT REINF. 1�1 BLACKS MTN REINF, WATER INFILTRATION RESISTANCE \ SEE SHEET 7 FOR DETAILS En9r:JA�LAHIIAD ,(4'eelrol ' FLA PE 70592 NOTE: CAN. 538 SEE CHART #1 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE AND REINFORCEMENT. SEE CHART #2 FOR ANCHORS CAPACITY. NOTE: P()( LOWER VALUES FROM GLASS OR ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. GLASS CAPACITIES ON THIS SHEET ARE Browing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION W13-49 DECLARATORY STATEMENT DCA05-DEC-219 sheet $of 12 U _ M 18Y OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT 8Y ECO WINDOWS Z 3 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM F k AND TRANSFER THEM TO THE BUILDING STRUCTURE. �i a p TYPICAL ANCHORS' SEE ELEV. FOR SPACING ` r — — — — — -AT HEAD - — — — — I TYPE A- 1/4" DIA. IIT Af f1N BY 'EI CO' (FU-177 KSI,FY-155 KSI) IF 1BY OR 26Y BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE ' TYPE 'B'- 1/4" DIA. ULTRACON BY 'CICO' (FU-177 KSI,Fy-155 KSI) I a DIRECTLY INTO CONCRETE C� 1-3/4" MIN. EMBED I a TYPE 'C'- 1/4" DIA, SFLF DRILLING IMG SCREWS (GRADE 5 CRS) y J INTO MIAMI-DARE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) INTO METAL STRUCTURES $ U) STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) N I — —(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) "o SILL . L —AT SILL - n rTYPE 'B'- 1/4" DIA. ULTRACON BY 'cLrn (FU-177 KSI,F ' — —p155—KSI)— — 00 oto - -- 13- L — DIRECTLY INTO CONCRETE Z 1-3/4" MIN. EMBED J 1 a —AT JAMBS — — — — — W rn TYPE 'A'- 1/4" DIA. ULTRAGON BY 'ELCn' (FU-177 KSI.Fy-155 K50 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC, OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY PRODp� D a TYPE 'B'- 1/4' DIA. ULTRACON BY 'FI CO' (FU-177 KSI.Fy-155 KSI) 015 5 DIRECTLY INTO CONC. OR MASONRY �ykMM�OMe1 "` 1-1/4" MIN. EMBED INTO GONG. OR MASONRY TYPE 'C'— J/4* DIA. SELF DRILLING SCREWS (GRADE 5 CRs) . INTO MIAMI—DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) I q INTO METAL STRUCTURES :001 STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) E g ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) L — — J Eng,:JMJAD AHMAD I Q ANC14OR EDGE DIST NCER cm � N FlA 70592 INTO CONCRETE - 2-1/2" MIN. „'US INTO WOOD STRUCTURE - 1" MIN. b INTO METAL STRUCTURE - 3/4" MIN. 22015 CONCRETE AT HEAD, SILL OR JAMBS 1'c - 3000 PSI MIN. drawing no. C-90 HOLLOW/FILLED BLACK AT JAMBS f'm - 2000 PSI MIN. W13-49 shut g of 12 TYPICAL ANCHORS SEE FEEING 1 BY(SE OR 25Y WOOD BUCK _ v F R SPACING (SEE NOTE SHEET 1) METAL _ __ __ ____ _ ____ ___ a 4RCD STRUCTURES ----- 1 n £CE•DIST. i-1f ',SC C 1/8'THK. I MIAMI-DADE COUNTY APPR'D MULLION I z..SrXgE _ SEE SHEET 6 I' SEE SEPARATE NOA II g \h .. MIN. EDGE DIST, STAGGERED ( ) (SEE SHEET ) i X 3`73 I' 3-1/8. t8 II t STAGGERED I �1 L. _ _ _ ___-JJ Pi ag0g ` iCoa O 4 7=1YPr_ALANCHORS TYPICAL ANCHORS 8a USPACIELEVSNG SEE SPACING FOR SPACING FOR SPACING QO1� I 1 j1I 10 it II 11 II I II 3 1 J J II I 11 11 II � R WIDUIC II 1 �1 II II NpAq�W3m IYe FIoM� I li I 11 Ii ftp 0 {i 0/�^T•.----�� ddwl o� 3 ci �' 0017 W J o d -4 WEEPHOLES: OH 1 l Wt = 1-1/2" LONG NOTCH AT EACH END. " W2 = 3/16" X 3/4" LONG WEEP NOTCH AT 22" FROM ENDS p�- U I iX li li I I' AND 36" O.C. W°i 2 I it II it I W3 - 3/16" X i" LONG WEEP NOTCH AT 5" FROM ENDS 11 p 11 it q AND 36" O.C. II 1 1 1 I I W4 = 1/4" X 1" LONG WEEP NOTCH AT 5" FROM ENDS � d P AND 36" O.C. 11 11 I II II 23 ' '', ;' ;' PILE PADS: Zip t 1 I 4 LOAD BEARING SHIMS 14 ORP1 = OPEN CELL FOAM AT EACH WEEP HOLE LOCATION POURED&HARDENEDn HIGH STRENGTH GROUT t3 Pc 1-1/16" LONG X 7/16" WIDE X 7/16" HIGH o 18 NO -SHRINK. 3000 P31 MIN.-SHRINK, NON-METALLIC P2 - SELF ADHESIVE PILE PAD O 6 24 1" X 3/8" X 1/4' HIGH m B 2 P4 P3 = SELF ADHESIVE PILE PAD WITH MULTI INTEGRAL FIN a o N \_ 2-1/2" X 1" X 3/8" HIGH s o` m W4 U D 0 r� N P4 = OPEN CELL FOAM AT INTERLOCK & ASTRAGAL 21 \ V 2" LONG X 1-7/16" WIDE X 7/16" HIGH W.3_1N A Engr.JAVCM AHMAD M .... _ FLA.PE/L 70592 .. . .. NOT APPROVED LIMIT MAX. LIMIT MAX. ,G.N.3536 .CONCRETE •' "'P3 FOR WATER RESISTANCE EXT.(+)LOADS EXT.(+)LOADS [1 Nk1 .• .. ..+.. .. W7' w2 TO 47.0 PSF TO 70.0 PSF �r5 o •t, EDGE DIST., ` 'I '3-C/9"•' SILL HEIGHT VS WATER RESISTANCE EXT.(+) q no. STAGGERED - � �- OAO� drawing TYPICAL ORS SEE SHEET 5 CHART I FOR DOOR CAPACITY W13-49 PI FOR SPACING shit 7 of 12 Vo M PANEL WIDTH Z j TYPICAL ANCHORS o J SEE ELEV. REINFORCING PAC FOR SING AS REGD. SEE SHEET 5© OR CAPACITY TSEE YPICELEV HORS Cq S P2 DO D.L. OPG. O FOR SPACING ry t 19 22 ap 27 �S5 N INTERLOCH 17 6 2BY W BUCKOR W g •• 21 OOD ST URE V SEE NOTE HEET 1 W EXTERIOR -v D.L.O. � � m Tr P3 PANEL WIDTH • 1/4'•MAIL DOOR FRAME WIDTH(SEE Op TABLE) 1/L MAX. g a S( SHIM W o m /RODUCfR6vIBgD � WWWPIYF.g .• FJnrldr, woo CPY WAdF thdod-Cf-a—froU cc h ♦h fof N e 0<m Eng,:JAYAD AHMAD I g C.4 C.ML F Us 92 $� drawing no. W13-49 sheet 8 of� 0 PANEL WIDTH � W REINFORCING PANEL WIDTH AS REOD. SEE SHEET 5 FOR CAPACITY O.L. OPG D.L. PC. O0 P2 TYPICAL ANCHORS SEE ELEV. AND OUANTITY 2Y 1 I.-ME R .. .............. ... ....... ............... V METAL STRUCTURE ASTRAGAL17 cw� EXTERIOR P3 7 raj PANEL WIDTH 25 TYPICAL ANCHORS DOOR FRAME WIDTH (SEE Op TABLE) �l -0:1:s SEE ELEV. 1/4"MM. FOR SPACING SHIM 12—i2 3Z 0:1 U VRODuc r Rievism memo*"with Ike Flom. 0 21 R SP .e maagN Al a 0 12 En9r.JAvjkD AHMAD pa� CIVIL FLA Pf. 70592 CA e 2 Ij drawing no. 4"MAX, DOOR FRAME WIDTH ITEM/ PART/ QUANTITY DESCRIPTION MATERIAL MANP./6UPPUER/REMARKS {�U 1 E701 1 FRAME HEAD 8005-T5 - A6^ 2 E702 1 FRAME SILL 6005-T5 - �Y M 3 E703 2 FRAME JAMB 8083-T8 - O 4 E704 2/PANEL PANEL TOP AND BOTTOM RAIL 6083-T8 - _ l' 5 E705 AS ROD. PANEL LOCK STILE - 8063-TB - f' 6 E706 AS REQD, PANEL OUTER INTERLOCK 8083-TB - o 7 E707 AS REQD. PANEL INNER INTERLOCK 8083-T8 - C� 8 E708 AS REQD. PANEL MALE ASTRAGAL 8083-TB - C W 9 E709 AS READ. PANEL FEMALE ASTRAGAL 6083-T6 - t 10 E710 AS REQD. GLAZING BEAD 7/16'LAMINATED GLASS 6063-T8 11 E711 AS REQD. GLAZING BEAD 1'INSULATED GLASS 8063-T6 12 E712 AS REQD. SILL TRIM 6063-Te OPTIONAL 8 r 13 E713 AS REQD. 2'SILL RISER 6083-TB - M D{ 14 E714 AS RECD. 2-3/4'SILL RISER 6063-T8 - raj iy�j 15 E715 AS REQD. FIXED PANEL CUP(CONTINUOUS) 8083-Te - ZCp 17 E717 AS REQD. INTERLOCK STIFFENER(FULL PANEL LENGTH) 6083-T8 - a t9 d 18 #10 X 3/4"HWH SMS AS REQD. FRAME ASSY,SCREWS ST.STEEL 18A #10 X 1'FH SMS AS REQD. PANEL ASSY.SCREWS ST.STEEL 19 /8% 1/2'PH SMS 2/CLIP FIXED PANEL CUP SCREWS ST.STEEL AT 3"FROM ENDS h 16'O.C. n 20 1010 X 1-1/4'PH SMS i/ROLLER ROLLER NST,SCREWS - NOT SHOWN J J 21 WEATHERSTRIP AS REQD. FRAME AND PANEL WEATHERSTRIP - FIN SEAL.190 HIGH BY ULTRAFAB 22 E235 AS REQD. INTERLOCK BUMPER BULB SANTOPRENE ULTRAFAS FFS N 23 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 85±5 y� W 24 PR03-6005 2/MOV. PANEL TANDEM NYLON WHEELS IN ST. STEEL HOUSING - INTERLOCK(1/2'MTG.SPACER REQD.) +�9( 25 E718 2/PANEL FIXED PANEL SKATE DELRIN - 28 /B X 1/2"PH SMS 2/CUP FIXED PANEL SKATE INST.SCREWS ST.STEEL - 27 - AS REQD. 3 PLY DUAL PONT LOCK ASSEMBLY - BY INTERLOCK U-I 3 ip 2 AS REpO. BU APON(SILICONE SPACER) SILICONE 8Y FRANK LOWE Z OO 29 AS REpO. SETTING BLOCKS AT 1/4 POINTS EPDM DUROMETER 80±5 SHORE ALl 8 3 3 n Z�i O W m� moDU1:P N6mm �De1r/, With 11u Raub SEALANT: Amara ALL JOINTS AND FRAME CONNECTIONS SEALED WITH21 1 WHITE/ALUMINUM COLORED SILICONE. LSA.► a 2 p oo��n s -co En9r:JAVAD AHWDCNIL n 1 FLA.PE 0 70592 8 CA. 3538 drawing no. W13-49 eheet 10 of 12 --'j 3.562 3.582 -�{I w I ___ I .125 I .1301 r .893 a w 078 1 j� 3 1.129 1.312 .045 Q V. 1.824 .937 .837 .050 1.021 1,648 2.105 .078 1,648 L_ .082 I .062 I F. 1_I --10` Oa 1,998 1.998 F-1.252 F�1.252 �' Q. U .091L 91 -2.625--1cc 0 C 2.625 GLAZING BEAD GLAZING BEAD 8 a A O FRAME HEAD O PANEL LOCK STILE 70 1'NSUL.LAM. GLASS 11 7/16'LAY.CLASS u 1.471 O PANEL INNER INTERLOCK a r,.,44 -, ,210 .062 3.582 .210 41. 4 I � .088 Q III CCC 1.9198 .210 .088 rbIi 3.250 2887 2.31J .078 .078 2.105 1.937 1.848 068 1.047 1.047 I. v J 9i r.125 5.532 g , 1.998 1.823 2.825 i2 SILL TRIM 1J 2" SILL RISER t4 2-3/4' SILL RISER .062 O PANEL TOP Bt BOTTOM RAIL O PANEL OUTER INTERLOCK 2.248 O O N1 915 Z_ .125 3 � 3z o .149-T- 749 -TT7 L 0 O O I.082J r 1.494E-1 .078 V^W J FRAME JAMB 1.540 0 .t2s 1.988 2.067 15 FIX. PANEL CLIP 17 INTERLOCK STIFFENER PRODUCFAumm21 o i.t3e 1.o2a r--J.687 078 JA37 Ah p1 g 5.274 .078 TF 1.824 1 Canal a FRAME SILL 3,820 5.998 1.824 1.648 <m u ['078 Engr:JAVAD AHMAD 1 g CNL 2.500 FLA.PE J 70592 C.A.N.3538 140 2.000 bto 15 drawing no. W13-49 O PANEL FEMALE ASTRAGAL O PANEL MALE ASTRAGAL Isheel�Tof�2 U W a 19 M Z ci s 08 FRAMF TOP CORNFR g PANEL TOP/8OTTOM CORNER W A z 3 0 18 rROBuc r REVI98D a�ayylq wok IM Pbdp P+ L.PhlAbo Rarft VI'5,% t 9 u e 101 u, %I-- 1c««a m�o�ef n Engr:JAVAD AMMADCML n r o FL46 PE/70592 g+ CAN. 538 drawing no. FRAME BOTTOM CORNER W13-49 sheat�Q of�Q w LOCATION SKETCH Nor TO SCALE ?s.00'rornL R/W _ NE 106th srQEt?T _90tC0�06-- 40 Lr' T'•: 7 7 1 � 0 r fM1,61•'LLi plll,i3's:ZE M.90r01.00N15 !6 - A401 40- i; y`�, iy�+ `�+ •al-,:r•..., �p-rr.^.:sr •'o'. xp• ,ro' , M LEGAL DESCRIPTION: . • ACCORDING TO . = \ �� $ LOT 6.BLOCK 201,`DLfNNiNO°S M/AMJ SHORES EX1 ENSfON N !, THE FLAT THEREOF AS RECORDED IN PLAT BOOK 41,PAGE 51,OF THE PUBLJC COUNTY,FLORIDA. w rn -� �"�°�• \� RECORDS OF MIAMI-DADI:COLI ani v's a gU OR'S NOTES: ssFAL. !S Q39�VNT717HE r71STEREA LAND SfJflI�YVj2 11N Or ON sSr0NA7iJRE ' � � �- \� ,A77T •+ ��S*f•�` � SMDWM t rAB.4TRl�C7�0 FORFA.`',FJNFJ�l7S Wi OnE:R i1ECORDED - •ti �. •�'. '°` + ' �, ENCr1AtgRlJlCE3NOrSHOWNON7F�PROPE1Zi1`P1�1roFREOURD• i r-t {�0' ti \� :%� ; 4)MEASU tr l S Tt�W000 S A�ro OUTSIDE VENTS.lr'ANY,WHiE Nor .F y i•. '•r.' � � �UNpEHGROUND 1/7RJT7E5,FOUNDA71oNS OR OWER � LOCAn37. VE/iTICALDANM1929. 4y le F •. :f,. ; !"L EVAnON3 fP S}IOWN ARE DA$EO ON NATIONAL OEo TED. F�L'`!• v meO RZnOfovEtm 70 N6 FENCES qWALL MEASUREMEMME7QjWwAHFEACECO�JFVWALL OF WA7NRDE PHO�TYUNESMAYeE / 10)DMMNO O(STANW DETVAMN WALLS AW"F / E9 [ CY W$oERATED MR CLAIM, FRMF®ERAI RGECNET3 WFOR '�NWASDERNED (?1),f9' i ,!S'Lti RA 3 90„C"•�3h FLT��tAPs g rr�y; _ q r J0' 2 a,, 12J 8F_ARINOS IFANYSHOWNARE BASED ONASSCg1fED A!c-R ONNAT.CEl 4061h STREET a Ns�O'oaDD'E y+ �rEaw�At+�vr O ' •n LEGEND rNodcttE6rxa� � •••� , �,n •• iTTES OvEmiw LOOM ENCS r FFD: Rva1G1TE9 FUiRVDItF • ( �� ro 'S� y''" AVICA ICATESWM rFrK.E sror r+viuurr�a�rfa• R O A19WCATMPR0PEfaTCORWt TY!'. #wrATmFAf ra M=CATWPGWTaFtIEGR:% ORE: AWArAlOCY2-ifX4L Ism R' wTF9ADWTOFCOAfffEh d P�7!.ATE9AAfXEDRRE� iYtiCaTf9REa0RD � FF.A3fiY.: #owA EsmTTmw" PREWs AA4 AIRS: r_4 to CiE�wiriYCA�l91r K7TSs TF8N01FT11� CERTIFIED TO: ".s' Md7l(�lTE9a7TiL71Y NdN`.�' � vmR:•Art�raoamr amAr,tres pF ,� J2APID TITLE SERVICES COMPANY;COJ�fA�ONWEALTH LAND TITLE INSURANCE Ap. GaD/CATF8PES7fAA�7rCONTfl�AaRlT COMPANY;COREYADAM MANION AND J1�1_+EN NI ,NATJONSTAR FAV � ° cava + AT OQ'" a. �70CLEM 1.ATbD om LYAGtTE?AVPROPBRT�'1�1 MORTGAGE LLC,ITS SUCCESSORS ANWOR A'SSJGN,AS THEIR INTE�ST MAY ((CC)) aut. Mrl»cArafovr�aAFAa+7rR�►urge ptVP. A7�GATESCFWODU78JrYPOI"Q APPE.4$ _ • A BOUNDARY U�RVEY PROFESSIONAL SURVEYING AND MAPPING F 00 E:X PRAfMT1�O1=. Q Y DAMMANION rHERE9YDERTiHEREON HETSTHEY LANNES & GARCIA INC. JJIAP 8i P EL=120 C 30 REPRESENTED HEREON MEETS THE hllNAtlUAf f ANIt ,EI]H FJi(tJa TECHNICAL STANDARDS SETFORW 0Y 7}16 COMMON 20662 FcoRroA aQARD oFLANO SURVEYORSB'1CHJ " LB#2498 SUP.DLL S7'=fOGtii: TREET 61017-4 FLORIDA ADMn+rsrnAmE ooDE FRANCISCO F. FAJARDO PSM#4787 138'1V PURSUANT To SEGnON in-M7,FWRVA 366 ALHAMBRA CIRCLE-SUITE C, DA 'OF FIRM: 911-09 �gtA�y l(�C?ftES,FLgNAA 33138 NOT VAUD N?rHO1JT TTtE srLiNArURk ArtO THE STATUTES;TTfE�ARE NOzmA E sAmw oN TK _ - ORaG:NALRArsEDSF�tLOFAFLoRIDAUCIWSED OVERLAP%eASEA�.MSAPPEARRYOONTxePLar, CORAL GABLES,FLORIDA 3313.4 B E ELEV= SURVEY RLZDI AfAPPER. oTrIER rww As sHoivNHERErO —�.= PA}((305 5b9-3002 PH{305)668-7909 FRANCISCO Fi F aRDU M767 8Y:M.Pl DWG.N,.:221379 FLORtPAPROF1:SSIONALSVRVEYORANDMAPPER IDDATF-13-03.2011 SCALE,I's DRAWN RPO.NO.4167, U.S.DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY ELEVATION CERTIFICATE OMB No. 1660-0008 National Flood Insurance Program IMPORTANT:Follow the instructions on pages 1-9. Expiration Date:July 31, 2015 SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE 1. Building owner's NameCOREYADAM MANION, HA THIEN NGUYEN Policy Number: A2. Build T18 NE 196 STR(including Apt.,Unit,Suite,and/or Bldg.No.)or BO.Route and Box No. Company NAIC Number: C'Ty MIAMI SHORES State FL ZIP Code 33138 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) LOT 5, BLOCK 201 "DUNNING'S MIAMI SHORES EXTENSION NO. 1"41/51 D A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)RESIDENTIAL A5. Latitude/Longitude:Lat. 2555221"N Long. 80°11'2"W Horizontal Datum: ❑NAD 1927 ❑x NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number A A8. For a building with a crawlspace or enclosure(s): A9.For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 1103 sq ft a) Square footage of attached garage 240sq ft b) Number of permanent flood openings in the crawlspace 8 b) Number of permanent flood openings in the attached garage or enclosure(s)within 1.0 foot above adjacent grade within 1.0 foot above adjacent grade a c) Total net area of flood openings in A8.b 887.04 sq in c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? ❑Yes ®No d) Engineered flood openings? ❑Yes ®No SECTION B-FLOOD INSURANCE RATE MAP(FIRM) INFORMATION B1. NFIP Community Name&Community Number B2.County Name B3.State CITY OF MIAMI SHORES 120652 MIAMI-DADE FL B4. Map/Panel Number 85.Sufllx B6.FIRM Index Date B7.FIRM Panel Effective/ 88.Flood Zone(s) B9.Base Flood Elevation(s)(Zone Revised Date A0,use base flood depth) 1208600302 L 09/11/2009 09/11/2009 X N/A B10.Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 69: ❑RS Profile ®FIRM ❑Community Determined ❑Other/Source: 1311.Indicate elevation datum used for BFE in Item B9: ®NGVD 1929 ❑NAVD 1988 ❑Other/Source: B12.Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? []Yes ®No Designation Date: / / ❑CBRS ❑OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Building elevations are based on: ❑Construction Drawings* ❑Building Under Construction* *A new Elevation Certificate will be required when construction of the building is complete. ®Finished Construction C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/A0.Complete Items C2.a-h below according to the building diagram specified in Item A7.In Puerto Rico only,enter meters. Benchmark Utilized: MDCE Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a)through h)below. ®NGVD 1929 ❑NAVD 1988 Datum used for building elevations must be the same as that used for the BRE. El cher/Source: a) Top of bottom floor(including basement,crawlspace,or enclosure floor) 11 90 Check the measurement used. b) Top of the next higher floor ®feet El meters N A ®feet ❑meters c) Bottom of the lowest horizontal structural member(V Zones only) N A d) Attached garage(top of slab) ®feet El meters 9 97 ®feet ❑meters e) Lowest elevation of machinery or equipment servicing the building 10 10 (Describe type of equipment and location in Comments) ®feet ❑meters f) Lowest adjacent(finished)grade next to building(LAG) 9 7 + feet El meters g) Highest adjacent(finished)grade next to building(HAG) 9 ® h) Lowest adjacent grade at lowest elevation of deck or stairs,including N q ®feet El meters structural support ®feet ❑meters SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information.I certify that the information on this Certificate represents my best efforts to Interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S.Code,Section 1001. (]Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a ®Check here if attachments. licensed land surveyor? ®Yes ❑No OE RTitle- ifier's Name LIO S. PITA License Number LS5789 SEAL OFESSIONAL SURVEYOR&MAPPER Company Name ALL COUNTY SURVEYORS HERE ss city S UNIVE ITY DRIVE#216 State ZIP code AVIE FL 04/2/2016 Signature D 33328 Date Telephone LS5789 04/02/2016 954 777-4747 FEMA Form 086-0-33(Revised 7/12) See reverse side for continuation. Replaces all previous editions. ELEVATION CERTIFICATE,page 2 IMPORTANT:In these spaces,copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P0.Route and Box No. Policy Number: 138 NE 196 STREET ;ity State ZIP Code Company NAIC Number: MIAMI SHORES FL 33138 SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments LONG&LATT OBTAINED IN GOOGLE EARTH C2e=AIR CONDITIONER ON ROOF JOB#16-43196 MIAMI-DADE COUNTY BENCHMARK BM#N-397 ELEV=9.80'(NGVD) NOTE:CONVERSION PERFORMED UTILIZING VERTCON Signature Date 04/02/2016 SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1-E5.if the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B,and C. For Items E1-E4,use natural grade,if available.Check the measurement used.In Puerto Rico only,enter meters. E1.Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is ®feet ❑meters ®above or ❑below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is ®feet ❑meters ®above or ❑below the LAG. E2.For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is ®feet ❑meters ❑above or ❑below the HAG. E3.Attached garage(top of slab)is ®feet ❑meters ❑above or ®below the HAG. E4.Top of platform of machinery and/or equipment servicing the building is ®feet ❑meters ®above or ❑below the HAG. E5.Zone AO only:If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance?❑Yes ❑No ❑Unknown.The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community issued BFE)or Zone AO must sign here.The statements in Sections A,B,and E are correct to the best of my knowledge. operty Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in Items G8-G10.In Puerto Rico only,enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information.(Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone A0. G3. ❑ The following information(Items G4-G10)is provided for community floodplain management purposes. G4. Permit Number G5.Date Permit Issued G6.Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters Datum G10.Community's design flood elevation: ❑feet ❑meters Datum Local Official's Name Title Community Name Telephone Signature Date mments ❑Check here if attachments. FEMA Form 086-0-33(Revised 7/12) Replaces all previous editions. f , ELEVATION CERTIFICATE, page 3 BUILDING PHOTOGRAPHS See Instructions for Item A6. IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P0. Route and Box No. Policy Number: 138 NE 196 STREET City State ZIP Code Company NAIC Number: MIAMI SHORES FL 33138 If using the Elevation Certificate to obtain NFIP flood insurance,affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. If submitting more photographs than will fit on this page,use the Continuation Page. PHOTOS TAKEN ON 04/2/2016 FRONT&REAR VIEWS 1:: M 41, x yrs '4 rv '+ �'�Wy tC kygvl yia'"f `y,K III I JI� � lig �SII ' ti D D 1 i ak '71 r r44 FEMA Form 086-0 33(Revised 7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 4 BUILDING PHOTOGRAPHS Continuation Page IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P0. Route and Box No. Policy Number: 138 NE 196 STREET City State ZIP Code Company NAIC Number: MIAMI SHORES FL 33138 If submitting more photographs than will fit on the preceding page,affix the additional photographs below. Identify all photographs with: date taken; "Front View"and "Rear View";and,if required,"Right Side View" and "Left Side View."When applicable,photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. PHOTOS TAKEN 04/2/2016 SIDE VIEWS � I r ( i FEMA Form 086-0-33(Revised 7/12) Replaces all previous editions. ♦SNORES jiff -roils� 1 Vill ain U4 nw eN,e6yNy 10050 N.E. SECOND AVE. n fiLORtt)p` MIAMI SHORES, FLORIDA 33138-2352 Telephone: (305) 795-2207 Fax: (305) 756-3972 DAVID A. DACQUISTO, AICP Pf.ANN NGS ZONING G RECTOR i DEVELOPMENT ORDER File Number: PZ-02-16-201625 Property Address: 138 NE 106th Street Property Owner/Applicant: Corey Adam Manion Address: 138 NE 106th Street, Miami Shores, FL 33 13 8 Agent: Mark Campbell Address: 373 NE 92 Street,Miami Shores,FL 33138 Whereas,the applicant Corey Adam Manion(Owner),has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Pursuant to Articles IV, V and V1 of Appendix A Zoning, Sec.400 Schedule of I Regulations and Sec. 600. Site plan review and approval required. One-story addition. Whereas, a public hearing was held on March 2.1, 2016 and the Board, after having considered I the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. I I The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings,and the conditions agreed upon at the hearing: 1) Approval is granted as shown on the plans submitted and made a part of this approval to construct a 334 sf one-story master bedroom suite addition. 2) The site shall not drain onto neighboring properties or any rights-of-way. The plot shall provide storm drainage that detains the first one inch in natural or filtered structural facilities. The applicant is responsible for any site modifications that I become necessary to maintain storm drainage on-site that detains the first one inch in natural or filtered structural facilities. The Building Official may require an architect or engineer's drainage plan and report to certify to the building official that the site will provide storm drainage that will detain the first one inch in natural or filtered structural facilities prior to the drainage work commencing on site. The installation of j structures on site to control drainage shall require Planning and Zoning Board review t and approval. Modifications to the drainage plan approved by the building official I Paee l of 2 a shall require a signed architect or engineer's drainage plan that shall be subject to review and approval of the Building Official and the Planning Director. Changes to drainage structures approved by the Planning and Zoning Board shall require a new site plan review application and review and approval by the Planning and Zoning Board. Applicant to obtain all required building permits before beginning work. 3) All drainage improvements shall be installed in accordance with the approved drainage plan before final inspection by the Building Official. 4) The applicant shall repair and maintain the onsite drainage system in accordance with the approved drainage plan. 5) An erosion and sedimentation plan subject to review and approval by the building official is required if ground cover is removed or as required by the building official. Properly installed soil erosion measures (silt fences, straw barriers, etc.) and anti- tracking area at all construction entrances are required to be put in place and maintained if ground cover is removed or as required by the building official. Required erosion control measures must be in place prior to footings inspection. 6) Applicant to obtain all required permits and approvals from the Miami-Dade Department of Regulatory and Economic Resources, Environmental Plan Review Division (DRER, EPRD) and the Miami-Dade Department of Health (DOH/HRS) as required. 7) Ground cover shall comply with the provisions Division 17 of Appendix A, Village of ,Miami Shores Code of Ordinances, artificial turf and rock of any kind is specifically prohibited. 8) Applicant to meet all applicable code provisions at the time of permitting. 9) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one(1)year of the signing of the development order by the board chair. or if the work authorized by it is suspended or abandoned for a period of at least one(1)year. The application with conditions was passed and adopted this 24" day of March, 2016 by the Planning and Zoning Board as follows: Mr. Abramitis Yes Mr. Busta Yes Mr. Reese Yes Mr. Diaz Absent Chairman Fernandez Absent p Date R b rf"Abramitis Nice Chairman, Planning Board w l Pace 2 of 2 V