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RC-16-2986
Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address 150 NE 108 Street Miami Shores, FL 33161- Owner Information Emily Bradfute Issue Permit NO. RC -11-16-2986 Pennit Type: Residential Construction WankClassification: Addition/Alteration Petit Status: APPROVED 3/30/2017 Expiration: 09126/2017 Parcel Number 1121360100040 Block: Lot: Address 150 NE 108th Street Miami Shores FL 33161 Contractor(s) ORONI INC Phone (305)685-0412 Cell Phone Applicant JEFFRt=f KOLOFOFF Phone 305 679-9744 Valuation: Total Sq Feet Approved: In Review Comments: Date Approved:: In Review Date Denied: Type of Construction: NEW ADDITION OF A 807 MASTER Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Yes i Certificate Date: Bond Return : Fees Due Bond Type - Contractors Bond CCF CO/CC Fee DBPR Fee DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $500.00 $96.00 $50.00 $71.78 $71.78 $32.00 $4,785.00 $120.00 $120.00 $57.00 $128.00 $6,031.56 Occupancy: Single Family Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: Classification: Residential Pay Date Pay Type Invoice # RC-11-16-61873 03/30/2017 Credit Card 02/08/2017 Check #: 4198 Bond #: 3356 Amt Paid Amt Due $ 5,831.56 $ 200.00 $ 200.00 $ 0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in comp!i pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the prol- accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL wor OWNERS AFFIDAVIT: I certify that a!I the foregoing information is accurate and that all work will be done in corn construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Cell $ 159,500.00 1131 Available Inspections: Inspection Type: Final PE Certification Drywall Miscellaneous Window Door Attachment Tie Beam Final Framing Insulation Truss Insp Columns Four.ca ion Window and Door Buck Fill Cells Coiumns Wire Lathe Review Electrical Review Electrical Review Structural Revi:a/V Structural Review Mechanical Review Plumbing Review Plumbing Review Piannirin Review Building Review Buiiding i�eci Ei l't i'uo of Use F. Termite Letter F. Elevation Certificate ante wiiii ;i ordinances and regulations er authcrIties ct Miami Shores Village. In I wx;eistanv thai separate permits are •iIiian;.e wi i :rii applicable laws regulating Mars:ha 31(. sC 7 Authoriz d iature:Owner / Applicant / Contractor / Agent Building Department Copy March 30, 2017 1 spyrFick. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ROOFING PLUMBING Li MECHANICAL (PUBLIC WORKS JOB ADDRESS: 150 NE 108 Street RECEIVED NOV 011016 (tba- 744 FBC 20 14 Master Permit NO ____ 1(:)-- 2 / &Jo Sub Permit No. REVISION I I EXTENSION RENEWAL CHANGE OF CANCELLATION SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Folio/Parcel#:11-2136-009-0040 Occupancy Type: Load: Miami Dade Zip: 3_31 etiki Is the Building Historically Designated: Yes NO Construction Type: Flood Zone: OWNER: Name (Fee Simple Titleholder): Emily Bradfute j tcFrc,1 k.oloar Address:150 NE 108 Street BFE: FFE: Phone#: 305-679-9744 City: Miami Shores State: FL Tenant/Lessee Name: Email: Phone#: Zip: 33138 CONTRACTOR: Company Name: ORONI, Inc Address: 14040 NW 6 Court Phone#: 305-685-0412 City: North Miami State: FL Zip: 33168 Qualifier Name: Orlando Iglesias Phone#: 305-685-0412 State Certification or Registration #:' CBC1251654 Certificate of Competency#: Engineer: Mral'w A-41144PRE L Phone#. 3 d T Value of Work for this Permit: Type of Work: Description of Work: City: '1/kl-►n S State: rt— Zip: ?3 1 36 Square/Linear Footage of Work: Addition I I Alteration New 40_7 Sr Repair/Replace i A-0�� 6t✓ r-72 A- -1_0(► 3 6 kt 6 c Z J'v'•' Ltl .145`.1 G. Specify color of color"tfiru tile: _ 's1k7 :) '1r�.•' 4�Af,^i .� 3;LA' . 1,.,. Submittal Fee $ o ®'aorl� 0”ItPermit Fed $: OS • W Scanning Fee $ Z • Q ,,T Radon Fee $� • Technology Fee $' • Oa �. O Training/Education '- Structural Reviews $ fC) 123 'C/a CCF $ car t /I r 5 II Demolition w '•', i �,S . i \'«A� 'v `. %tit.:. YwMbey.M^.iy.}�if•f �^+a er *.t_J DBPR $ • R zs Notary $ Fee $ eDouble Fee(f $����9""" Bond$ ��W .00 TOTAL FEE NOW DUE $ � 3 31 • (Revised02/24/2014) ;I.11t Bonding company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's 'Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING-TO''OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signat OWNER or AGEN The foregoinn trument was acknowledged before me this dab (40 Signature CONTRACTOR The foregoing instrument was acknowledged before me this , by Zq day of Se pI W)ber , 20 It, , by FilVict I\IOi 4.4 (1j tASkOl(Pko is personally kno n to me or who has produced identification and who did take an oath. NOTARY PUBLI Sign: Print: Seal: Orlando T5I{,Slwi, who is p�+ersonally known to as me or who has produced pi_ on -Fi L. as identification and who did take an oath. Mg MYCOMMISSION AFF988521 EXPIRES: May 7.2020 t e ttlor Bonded Thru Notary Public Underwriters �MINi.� 9 e I ##**###**##****##****##***##*###******************************* NOTARY PUBLIC: Sign: Print: Seal: APPROVED BY Plans Examiner 0)4 rE Suyapa . Vasquez Commission # FF942611 Expires: fDencepmber 9,n2019 CZ1 z/` I ' Zoning Structural Review Clerk (Revised02/24/2014) )7/'"/cu,ni -SlioreJ ?II t ge 10050 N,E SECOND AVE. MIAMI SHORES. FLORIDA 3313S-2382 Telephone. (305) 795-2207 Fax: (305) 7 56.8972 DAVID A. DACQUISTO, AICP PLANNING & ZONING riRECTOR DEVELOPMENT ORDER File Number: PZ-04-16-201645 Property Address: 150 NE 108`h Street Property Owner/Applicant: Jeffrey Kolokoff & Emily Bradfute Address: 150 NE 108 Street, Miami Shores, FL 33161 Agent: Address: 1 Mark Campbell 373 NE 92 Street, Miami Shores, FL 33138 Whereas: the applicant Jeffrey Kolokoff & Emily Bradfute (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 VI of Appendix A Zoning, Sec. 400 Schedule of Regulations and 'Sec. 600. Site plan review and approval required. One story addition and garage conversion. Whereas, a public hearing was held on May 26, 2016 and the Board, after having considered 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. 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 convert an existing attached garage at the rear of the residence to a master bedroom suite and to construct a 292 sf family room and open covered patio addition. 2) The applicant to'maintain 2 legal parking spaces on the plot. Page 1 of3 3) Applicant to apply for and obtain all required building permits from the Building Department before beginning work. 4) 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. 5) 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 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 structures on site to control drainage shall require Planning and Zoning Board review and approval. Modifications to the drainage plan approved by the building official 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. 6) All drainage improvements shall be installed in accordance with the approved drainage plan before final inspection by the Building Official. 7) 'file applicant shall repair and maintain the onsite drainage system in accordance with the approved drainage plan. 8) 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. 9) Applicant to meet all applicable code provisions at the time of permitting. 10) Applicant to complete a covenant in the form of a "Declaration of Use" assuring the property is used only for a single family purpose, record the covenant with the Miami -Dade County Recorder and provide the planning director with a copy of the recorded document prior to the final inspection by the Building Official. 1 1)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 Pai!e2of3 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 26'h day of May, 2016 by the Planning and Zoning Board as follows: Mr. Abramitis Yes Mr. Busta Absent Mr. Reese Yes Mr. Diaz Yes Chairman Fernandez Yes Date chard M.. Fernandez Chairman, Planning Board Page 3 of 3 GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING INSPECTION SERVICES I DRILLING SERVICES DEC DYNATECH ENGINEERING CORP, WWW.DYNATECHENGINEERING.COM RC- ,f-/6 V 6 Miami, June 12, 2017 Mr. Orlando Iglesias ORONI CONSTRUCTION 14040 NW 6th Court North Miami, FL 33168 Re: Proposed Addition @ 150 Northeast 108th Street Miami Shores, FL Dear Mr. Iglesias: On April 20, 2017 Dynatech Engineering Corp. (DEC) performed a compaction test for the footings. No borings were provided. On May 25, 2017 Dynatech Engineering Corp. (DEC) performed a compaction test for the slab. No borings were provided. Therefore on June 1, 2017 Dynatech Engineering Corp. (DEC) performed a soil boring to verify subsoil conditions. Based on the above test results a soil bearing capacity letter was issued on June 1, 2017. Enclosed find all the field test results. Sincerely yours, Wissam Naamani, P. E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 Certificate of Authorization No.: CA 5491 1 750 WEST 84TH STREET. HIALEAH. FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAILINFOODYNATECHENGINEERING.COM DEC DYNATECH ENGINEERING CORP, WWW.DYNATECHENGINEERING.COM Miami, April 20, 2017 Mr. Orlando Iglesias ORONI CONSTRUCTION 14040 NW 6th Court North Miami, FL 33168 Re: Addition @ 150 Northeast 108th Street Miami Shores, FL Dear Mr. Iglesias: Pursuant to your request, Dynatech Engineering Corp. (DEC) performed a Compaction Test on April 20, 2017 at the above referenced project. DEC was authorized to perform a compaction test only. The purpose of our test was to determine the degree of compaction of the tested layer of material only. In no way shall a compaction test replace a demucking inspection, soil bearing capacity determination, or a pad certification. A soil boring test must be performed by client if not yet done, prior to construction to verify subsoil conditions. (DEC) was not authorized to perform supervision and certification of the building pad preparation. This is not a pad certification. Our reports must be provided to all involved parties for their approval. Our findings are relative to the date and areas of our site work and should not be relied upon to represent conditions on other areas or dates. Any subsequent site disturbances due to water erosion, rain, storm gutters discharging at footings, construction activities, excavations, overgrown, vegetation, traffic and other disturbances will void this test and the site must be re - compacted and re -tested prior to construction. Environmental analysis of the soil materials is not part of the scope of services. If environmental analysis of the soils is required, we can provide a proposal for performing an environmental analysis of the soil materials. No other analysis is implied or warranted. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Enclosed find copies of the compaction test results. It has been a pleasure working with you and look forward to do so in the near future. Sincerely yours, Wissam NZmani, P. E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 Certificate of Authorization No.: CA 5491 SdR'�n�o����'6s::14'oo4. ' No. 39584 . * "* a, STATE OF 1 flit i 40R10P• co4',; 1 • "la i tttt`‘ 750 WEST 84TH STREET, HIALEAH, FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING.COM €c DYNATECH ENGINEERING CORP. DATE: CLIENT: PROJECT: ADDRESS: CONTRACTOR: WWW.DYNATECHENGINEERING,COM MOISTURE -DENSITY RELATIONS OF SOILS PROCTOR COMPACTION TEST April 19, 2017 ORONI CONSTRUCTION Addition @ 150 Northeast 108th Street, Miami Shores, FL Oroni Construction MATERIAL DESCRIPTION: SAMPLED BY: JA Tan sand w/rock fragments TESTED BY: JA TEST RESULTS Sample Number 1 The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 10 lb. Hammer and an 18" drop ASTM D-1557. % MOISTURE DRY DENSITY 3.9 5.8 8.5 12.3 101.1 103.9 106.3 105.2 Optimum Moisture 10.2 Percent 100% Maximum Dry Density 107.4 lbs./cu.ft. % Passing'/" Sieve 94.7 Percent Sampled By: JA Tested By: JA Checked By: WN As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. 109 107 105 103 101 99 4 6 8 10 12 14 ll lll/I •`SAD 8;7 -Wissam Naamani, P.E. S i�10. 395 DYNATECH ENGINEERING CORP Respectively submitted, Florida Reg. No. 39584 ,® STATE �. 07: ; �, Certificate of Authorization No.: CA 5491 °. 4,4 PL OiV?P' O'Na D R Y D E N S I T Y 2 S/ONPA- 750 WEST 84TH STREET, HIALEAH, FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING.COM DATE: CLIENT: DEC DYNATECH ENGINEERING CORP. WWW.DYNATECHENGINEERING.COM W.DYNATECHENGINEERING.COM FIELD DENSITY TEST OF COMPACTED SOILS April 19, 2017 ORONI CONSTRUCTION PROJECT: Addition (2 ADDRESS: 150 Northeast 108th Street, Miami Shores, FL CONTRACTOR: Oroni Construction Test No. 1 Location: Test No. 2 Location: Test No. 3 Location: Center of west footer Center of north footer Center of center footer Test No. 4 Location: Test No. 5 Location: Description of Material: South side of east footer North side of east footer Tan sand w/rock fragments TEST NO. 1 2 3 4 5 DEPTH 12" 12" 12" 12" 12" FIELD DENSITY 106.3 105.5 105.7 106.1 105.4 MOISTURE CONTENT % 7.2 6.4 5.9 6.1 6.3 MAX. DENSITY IN THE FIELD % 99.0 98.2 98.4 98.8 98.1 COMPACTION REQUIREMENTS % OF MAXIMUM 98% 98% 98% 98% 98% 100% MAXIMUM DENSITY (LAB) 107.4 107.4 107.4 107.4 107.4 REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH COMPACTION REQUIREMENTS * Please note this is not a pad certification. A soil boring must be performed to determine subsoil conditions below the tested compaction layer prior to construction. Tested By: JA Checked By: WN ii,iii+itii NAD v s No. 39584 ` f7 *A density test determines the degree of compaction of the tested layerpfl+aterial ottIiPgay s A soil boring test must be provided by client, prior to construction to ve 'y'subsoil conditiorK reports are submitted as the confidential property of clients, and authoriza'fp���li of reserved pending on our written approval. $. Respectfully submitted, UA Wissam Naamani, P.E. DYNATECH ENGINEERING CORP. '• Florida Reg. No. 39584 * Certificate of Authorization No.: CA 5491 l l density test replace a soil bearing capacity determination. mutual protection to the clients, the public and ourselves, all ment conclusions or extracts from or regarding our reports is 3 750 WEST 84TH STREET, HIALEAH. FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING.COM GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING INSPECTION SERVICES I DRILLING SERVICES DEC DYNATECH ENGINEERING CORP, Miami, June 1, 2017 Mr. Orlando Iglesias ORONI CONSTRUCTION 14040 NW 6th Court North Miami, FL 33168 Re: Addition @ 150 Northeast 108th Street Miami Shores, FL Dear Mr. Iglesias: WWW.DYNATECHENGINEERING.COM ,ec - f/-4 - //&./7, Pursuant to your request; DYNATECH ENGINEERING CORP. (DEC) inspected the soils at the above reference property. Based on our site inspection, it is our professional opinion that the existing inspected soil is suitable for support of the proposed construction and that the bearing capacity meet or exceed 2000 PSF. Enclosed find copies of our field testing logs. It has been a pleasure working with you at this phase of your project and look forward to do so in the near future. Sincerely yours, � 1 ISsau1 Wissam Naamani, P. E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspection No. 757 Certificate of Authorization No.: CA 5491 1 sAAD 3�ygP• ACERIg�.•. No. 39584 * a f: .'o STATE OF (34 O • mow. 1'•;(1OR10?:• '*; /�',, /ONAt. •'• '���ollr•- 40. tr 750 WEST 84TH STREET. HIALEAH. FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING.COM TEST BORING REPORT DYNATECH ENGINEERING CORP. TEST BORING FIELD LOG CLIENT : ORONI CONSTRUCTION PROJECT : Proposed Addition ADDRESS : 150 North East 108 Street, Miami Shores, FL LOCATION : See attached sketch DATE: June 1, 2017 HOLE NO.: B-1 DRILLER: J. A. DESCRIPTION OF MATERIALS Depth ` HAMMER` . BLOWS ON SAMPLER "N" _ 0'-0" to 0'-6" 0'-6" to 2'-0" 2'-0" to 5'-6" 5'-6" to 7'-0" 7'-0" to 15'-0" TOPSOIL LIGHT GRAY SAND WHITE SAND BROWN SAND TAN SANDY LIMEROCK 2 Hand H 4 8 12 11 10 23 6 8 9 7 7 16 8 11 10 12 13 22 10 A A 12 A A 14 A A 16 18 20 22 24 26 28 30 32 34 36 38 Water Level: 7'-6" Below Existing Land Surface at time of drilling As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. H.A.: HAND AUGER; A: HOLLOW STEM AUGER; R: REFUSAL 1 SITE PLAN 0 : Test Location N DYNATECH ENGINEERING CORP. Client: Oroni Construction Scale: N.T.S. Project: 150 Northeast 108 Street, Miami Shores, FL Date: June 12, 2017 GENERAL NOTES Soil borings on unmarked vacant property should be considered preliminary with further boring(s) to be drilled after building pad(s) are staked out. Soil borings on existing structures that are to be demolished should be considered preliminary and additional borings would need to be performed after the structure(s) has been demolished and proposed new building staked out. As a mutual protection to clients, the public and ourselves, all reports are submitted -as confidential property of clients, and authorization for publication of statements, conclusions, extracts from or regarding our reports is -reserved -pending our written approval. Sands Silts & Clay KEY CLASSIFICATION & SYMBOLS Correlation of Penetration Resistance With Relative Density and Consistency Cone Penetration : Standard.' Tests Penetration (Kg/cm3 Blows/ft.) 0-16 • 17-40 41-80 81-120 Over 120 0-3 4-9 10-17 18-31 32-60 Over 60 0-4 5-10 11-20 21-30 31-50 0-2 3-4 5-8 9-15 16-30 31-50 Soft Medium Moderate Hard Hard Very Hard Relative Density Very Loose Loose Firm Very Firm Dense Very Loose Soft Firm Stiff Very Stiff Hard Boulders Cobble Gravel Sand Silt Clay 5%- 10% 10%.- 30% 30% - 50% 0% - 5% 6%- 10% 11 % - 20% 21%-35% > 35% And Particle Size > 12 in. 3 in. to 1 in. 4.76 mm to 3in. 0.07 mm to 4.67 mm. 0.005 mm. to 0.074 mm < 0.005 mm Modifiers Slightly Silty or Clayey Silty or Clayey Very Silty or Very Clayey Slightly Trace Trace Little Some Rock Hardness Description Rock core crumbles when handled Can break with your hands. Thin edges or rock core can be broken with fingers Thin edges or rock core cannot be broken with fingers Rock core rings when struck with hammer (cherts) Date: Project name: To: Re: Subject: Project Name: Project Type Division: Reviewer Name: Position: Date of Review: Date of Submittal: Submittal Number: LETTER OF TRANSMITTAL March 3, 2017 150 N.E. 108th Street Village of Miami Shores Permit # 16-2986 Permit Comment Response 150 Kolokoff & Bradfute Residence Building Permit Structure .... • • • • •••• • • • ..• • • • •••• • •••• .. • • • • • •••• • .. • .... •• ....•••• • • . • • • • • • • ..• ... • .. BUILDING OFFICIAL 2/9/2017 3/3/2017 1 1. No corners with block see S-1 foundation plan. 2. See S-3 for details of steel column C-1, C-2, C-3 top and based sizes and all connections anchor. See details 6/S-3 to 11/S-3 3 \ See 3/S-3 for details of for footing continuity at all corners and/or bends in compliance section 1819. HVHZ provisions of the FBC 5th edition (2014) code. 4. See S-3 for details of steel column to concrete beam connections. See details \6/S-3 to 11/S-3 5 See attached calcultaions office with any questions (305) 754-2318 ark A. Campbell, Arc tect FL AR#11074 150 Kolokoff& Bradfute Residence Response Comments 3-3-17 .•• • • • • •••• • • • • •• • • • • • • • • ••• •• • • • • •••• •• •• • • • •• • • •••• • • •• • • •• •• • • • • • • • • • • •• • •••• • • •••• • • • • • • • • w•• • • • • • --Miami Shores Village Building Department 10050 NE 2nd Ave. Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 STRUCTURAL REVIEWS COMMENTS - AS OF 2/9/17 Permit No.: RC16-2986 Project Address: ,150 NE 108TH ST.-1 1. PROVIDE SPECIFICATIONS AND /OR DETAILS FOR MASONRY UNIT INTERLOCKING METHODS TO BE USED AT ALL WALL INTERSECTIONS AND WALL CORNER CONDITIONS C iz 7 . PROVIDE DETAILS FOR PROPOSED STEEL COLUMNS 'C-1' . 'C-2' & `C�• AS LISTED IN COLUMN SCHEDULE, ON SHEET S-1. MUST SP1:cjF"t COLVM�1 .' TOP & BASE SIZES AND ALL CONNECTIONS ANCHORS S cam. „� y.'9:, 3 Page 1 of 1 (1 i 3. PROVIDE SPECIFICATION AND/OR DETAILS FOR FOOTING.CMTINIMg• AT ALL CORNERS AND/OR BENDS IN COMPLIANCE SECTIONalea HVLZ. . • PROVISIONS OF THE FBC 5TH EDITION (2014) CODE. • •' • •' ' • • • • I,,4(PROVIDE DETAILS FOR STEEL COLUMNS TO CONCRETE BpAM: CONNECTIONS -�;—p =: �� S 5 . • . s,.• • • • ••• • ': • PROVIDE SIGNED AND SEALED BY FLORIDA ARCHITECT OR ENGINEER, TRUCTURAL CALCULATIONS TO INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING ELEMENTS: A) DESIGN OF STEEL COLUMNS AND COLUMN BASE 4-P 11, J)!T B) ANALYSIS FOR ROOF DIAPHRAGM LOADINGS IN BOTH DIRECTIONS **************************************************************** ***** ADDITIONAL COMMENTS MAYBE PENDING AFTER REVIEW OF THE REQUESTED DOCUMENTS LISTED ABOVE • • • • I aJ I (a . .. ••••.... • • ••...• ...: • • • • • Z 440) P lw-4/(c ;//4 2. L :..:. . . s.T ( :fix I r+ • • • .. ... :.. • ik • Edward A. LANDERS, RE, CONSULTING ENGINEERS • ••• • ••• . P.E. #OC38398• • . • •• . •. ... • .. • - (305)823-3938 C t c-S ... • • • • • • • . • .. ••••. .-2f-,1( • .. .. . . . •• .. ... 0 • 2. .. • loiiers) • • • i D , -. ,--r /133 : fe2q-?7, .._ •• ••.: . • • • •• 5.72, . •, . • • i• • • I IAN 9ot. • • • • • • 7 • iv • • • •.• • • ... 3 3 5,r/ci---- . . Edward A. LANDERS, P.S. CONSULTING ENGINEERS : #Q313396 • • • • • • • • • • • • • • • • • • • • • • • • (305)823-3938 • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ::601-c_CI • • • • • • • • • • • • • .. ... . . . -. • •. ... • . • • • • •• • .. • ... .. •. Edward A. LANDERS, P.E. CONSULTING ENGINEERS • ••• • ••• .' F:E..#03�398. • •• •••• ••• •• •• ...(3b5)8.23-Z93$. ••• • • • • • • • • ••• • 4-- TABLE3.2.1.2: Reinforced Wall Properties for Load Combinations Not Including Wind or Seismic Concrete Masonry Wall Properties Steel Reinforcement Properties tnom 8 in E, 29,000,000 psi For Effective Depth d = 3.8125 in FY 60,000 psi Out -of -Plane Resisting Moment and Shear for Bars Positioned in the Center of the Wall . • • • c (Table Arranged by Increasing MR) d 75/8" f m = 1,350 psi fm = 1,500 psi Bar Bar Bar Bar Bar Spacing . As MR Bar Spacing As MR Bar Spacing As MR Bar Spacing As MR Size (in) (in2lft) (in-Ib/ft) Size (in) (in2/ft) (in-lb/ft) Size (in) (in2/jt) (in-Ib/ft) Size (in) (in2/ft) (in-Ib/ft) 8 8 1.19 20,072 4 24 0.10 8,311 8 8 1.19 21,860 8 72 0.13 8,928 7 8 0.90 19,008 8 72 0.13 8,310 7 8 00 20,647 4 24 0.10 8,348 6 8 0.66 17,730 6 56 0.09 7,804 6 8 0.66,--19,201 7 72 0.10 8,114 8 16 0.59 16,609 5 40 0.09 7,753 8 16 0.59 18,055 6 56 0.09 7,840 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 %.• 16• •Q.33 14,499 4 32 0.08 6,306 6 16 0.33 15,660 5 48 0.08 6,534 4 . 8• • • 030 14,301 8 96 0.10 6,232 4 8 0.30 15,381 4 32 0.08 6,331 ?•; 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.: • 930 13,987 7 96 0.08 5,687 8 32 0.30 15,118 7 96 0.08 6,085 i 8.• 40 ' 0.24 5 23 13,160 5 56 0.07 5,578 8 40 0.24 14,181 5 56 0.07 5,600 • 1 & • 13,134 4 40 0.06 5,086 5 16 0.23 14,127 8 120 0.08 5,357 �.7' 326... • 5723 12,972 8 120 0.08 4,986 7 32 0.23 13,963 4 40 0.06 5,104 1 6 • .• 24.. •"U.20 b.22 12,896 5 64 0.06 4,881 6 24 0.22 13,871 5 64 0.06 4,900 8 .7 48 12,465 6 96 0.06 4,552 8 48 0.20 13,392 7 120 0.06 4,868 ' • 4d':'b'18 12,103 7 120 0.06 4,549 7 40 0.18 12,982 6 96 0.06 4,573 A . 32''tr17 11,758 5 72 0.05 4,339 6 32 0.17 12,592 5 72 0.05 4,356 5' "7'. 24 .61).16 11,506 4 48 0.05 4,264 5 24 0.16 - 12,315 4 48 , 0.05 4,278 "4 • 48' 0'15 11,374 4 56 0.04 3,655 4 16 0.15 12,171 4 56 0.04 3,667 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 0.02 1,711 7 64 0.11 8,530 7 64 0.11 9,128 m= 1,350psi = 1,500psi Reinforced Concrete Masonry Design Aids 3 y n. 1 (' LoActo LA i ir't.-,) c.6 uJ . 9 CO -Pm (n 3S?1S 9 crt) • 1..:1 0, pirrci;< r 71— Fr-- >4.''‘'• 4-: (A) 0 0 (f. 0): ,.e `kr r .• .•• . • ••• •• • • • ••• • • • • • • • • • •• ••• •• • • • •• ! SVC) ps r' ., -fir a �� ✓ 1 Edwarc A. LANDERS, P.E, CONSULTING ENGINEERS • • ••• • ••• • ••• • • • • • • • / • • • • • • • • 1 • • P.e. Vcaa39s . • • • • • (305;813 • :3938 • • • • • • •• • •• • • • • ••• •• • • • ••• . ••• • • • • •••• • jp, V'—C • fr a-) `tn 1�?�W /6 ten mf 10 N4Jv• .r T S 3' •. .•• • • • • • • • • •• ••• • (Li) C6 o HA t.A 2 • • • •• • • •• • . • •• .:�Lti-sf0.4-be) Edward A. SANDERS, P.E, CONSULTING ENGINEERS • • • • • • • • • • • •• • • • •• • •• • • • • • • • • • :.. ...E. 038.3.98 : • • • • • • • D05382 3928 • •••••• • • :i: • • •• • • • • • • • • • • • • • • •• • CA-Ccs • •• o,. cr k, (,.a c Ec) • • . • • • •• ••• •• • • • •• ‘)u S e ' ;Z ( `ct -.- • •• ••• • • • • • •• • • Edwar<' A. GANDERS, P.E. CONSULTING ENGINEERS • •.• • ••• • • • •• • • ••• • • • • • • • • •• • r.°.pt8i. :i: • cA-c_c •• ro-2.ct.(� • • • • sees,)• • • • • • • • • • • • • • • • ••• ••• • •• •• •• • • • • • •• • •• •e • •— • • •- •••• • • •••• Species and commercial grade Non -Dense Select Structural No.1 Dense No.1 N :1 te nse No.aljens. Not • Noie Pion -Dense No!3••••• Deee sect Structural Se10.11$1edlural Non-jlQrie• Select Structural No!llD�� • No.1 No." INV-Dense N•' Nees No. • o. Non - Dense No.3• • Dense Structural 86 raFelttrlidtUrth172 Dense Structural 65 SOUTHERN PINE -- Dense Structural 86 Dense Structural 72 De,'se s ruCural 55 Size classification 2"-4"thick 10" wide 1850 1450 1300 1200 1200 1050 950 600 2050 1900 1750 1350 1250 1150 11.�, 975 900 575. TABLE 8.4 (Continued) Design values in pounds per square inch (psi) Tension parallel to grain Fr 950 775 725 650 625 575 550 325 1100 1050 900 725 675 600 575 550 525 325 Shear parallel to grain 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 Compression perpendicular toJ grain Fcl 480 660 565 480 660 565 480 565 Compression parallel to grain Fc 1750 1750 1600 1500 1650 1500 1400 850 660 1950 565 1800 480 1700 660 W,ao 5651700 1600 480 1500 660 1600 565 ,1450 480 1350 565 825 (Dry service conditions —19% or less moisture 2"-4"thicR. WIZ iSllil��j 2200 1750 155 1450 130 660 2000 2"& wider 2-1/2"-4"thick 2-112"5 wider 2100 1750 1600 1400 1200 1050 145 120 110 440 440 440 1300 1100 1000 1,700,000 1,800,000 1,700,000 1,600,000 1,700,000 1,600,000 1,400, 000 1,400,000 1,900,000 1,800,000 1,700,000 1,800,000 ' 1,700,000 1,600,000 1,700,000 1,600,000 1,400, 000 1 400 000 1,800,000 1,800,000 1 .101,1 1,600,000 1,600,000 1,600,000 tp. ll'a...shineron. DC. 1991. • • •• • • • •••N• • u• • II• •••••i• •• • •••••I• •• • •• • • • • • • •• • •• Dense Select Structural 3050 1650 100 660 2250 1,900„000 SetectStructural 2850 1600 100 565 2100 1,800,000 Non -Dense Select Structural 2650 1350 100 480 1950 1,700,000 No.1 Dense 2000 1100 100 660 2000 1,800,000 No,1 2"-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 90 660 '1850 1,700,000 No.2 1500 • 825 90 565 1650 1,600,000 No.2 Non -Dense ' 1350 775 90 480 1600 1,400,000 3 • •• d • • • Stud • 850 875 475 500 90 90 565 565 975 975 1,400,000 1,400j000 I..instruction 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 • •tense Selectaptrus1eral 2700 1500 90 660 2150 1,900,000 • Select Stru r P•• •tdon-Dense 2550 1400 90 565 2000 1,800,000 Select Structural • • • • 2350 1200 90 480 1850 1,700,006 • No!1 Dense • lip:• 1750 950 90 660 1900 1,800,000 • • • • 2"-4'thick 1650 900 90 565 1750 1,700,000 No.1 Non-D • • 0 ' No.2 1500 800 90 480 1600 1,600,000 Dense • 5"-6" wide 1450 775 90 660 1750 1,700,000 ND.2 1250 725 90 565 1600 1,600,000 Nal Non -Dense • • • • 1150 675 90 480 1500 1,400,000 NQ.3 • • • §tud 750 425 90 565 925 1,400,000 775. - 425 90 " 565 925 1,400,000 'sense 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 7,706,066 No.1 ;Non -Dense 8" wide 1350 725 90 480 1550 1,600,000 No.2lDense 1400 675 90 660 1700 1,700,000 No.2 No.2 1200 650 90 565 1550 1,600,000 Non -Dense 1100 600 90 480 1450' 1,400,000 No.3 700 400 '90 _._. 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 L)P T-L '/r(. 6r?.✓ - r' D f( C-1 C L s• .••• • Edward A. :. LANDERS, P.E. ••• • CONSULTING ENGINEERS •:• 60, 9. rcz, 1.1 r X . SSµ > J c-) let 4 3 d fo _ /, Ito s>r 7(ilit) e (0 = e",k_ i 3, 0 , r--) . • • .10.-•-•- - •-r-•-'-•'• • • .. :._:.: •. ..x4--K 3p sr awc P.E.#0383913 • • • • • • • • • • • ••• • (305)8•2•3 •3938. . . . • • • • • • ••• • • • • •• • • .••••• • • • • • •• ••• . • • • • /1 Y w i S C-JY, r AA Sr2s. 4:f>‹ 3,t? • vV c--x C.0 Z. ✓ c.K til W 4-7 v c p W'•a t'Q t-( Cdu J rem- Y-4 h A- C/-9r-5i r c-. ' -4.1 30 '0 (t+ - o, Ed' 17 t%S k2 (-Z Lt/(40 75a /" L f-re Sz X z ?So. �. Edward A. LANDERS, RE, CONSULTING ENGINEERS • ••• • • • .. l\ 4- 4O,37S)7. << .. ... . • JP • •• ( I Z • ••• • ••• • • • • • • •• • •• •: P.e. it •83138• •:• : (30k5)82:3-7434 • • • ••• • • • • • • •• •• • • • • •• ••• •• • • • ••• • • • • • • • • • • •• : cis .I 7--/7 • • • .... t I f 1Z xl2 X ;=-., -c 1- FX 1, = O, .u? 37. 5 7 5.) (OIL). • �, t.)?c 051.5„; (7, ev-1 1?-/.) 0 i( )/ •• ••• • • . .. .. • •••:•••••.. • • • • . • • • •• ••• •• • • • •• • • Edwdrd A. :.. ;• ▪ ... •.• LANDERS, P.E. ; (3.�3 8;23 938 CONSULTING ENGINEERS : • • • ••• •• • ••• • ••• • • • • •• • • •• • • • • • • •P;E: #d$88i,8 • • .c • .....•• .:.:• .... U CV, • . • e. • / P) ".• Vic.. io Tgd- 6(‘ 3 e 5.‘Fr/ e0V ....• • • • •• . . . . . .. •.. •• • •.•. Edward A. LANDERS, P.E. CONSULTING ENGINEERS • ••• • ••• • . • • •. • • •••• •• •• •• •PrbILb 38398 • • ••• •• • • ••• • • • •• • (3 823-3938 •• • • •••• • • • • • . . . . • • • • • •• •• •••• ••• •• ••• : .7 f'1I i VVV /.- ) ' f . CJ 3C . Gl t *t‹, • • • • • • • • • • • • • • • • : OOOOO._ • • • • • • • • •• ••• •• • • • •• Edward A SANDERS, P.E. CONSULTING ENGINEERS • ••• • ••• • • • • • • • • u .p'o ss • •• • • • 3 5�8 •• • ••• • ; (3 2) 23-3938 • • • •• • • •• •• • • •..••• •• •.• 3 2,5�6 •••• •• • • ••• • 7 r 4 rMOOMEN!Mal•••=,../MIIwar1•INISMOMe •c4-t-r-c- /S •• . .. .•• •• • • • •• cG67-4,, P7,01 t.N4 33, T PSF- t;.J L/itio Ip-4-t L )4. 3.5.°1":" Z.? (Z4-Ar- 30 x- 21 r, z 2( -f--Fr - 4t� tf 36 z_PTIXT , /t) L.4,/?:4_s>.„( oriti4-tc3 e L'Jz. (h.A/ .0 FA,t,ntk es Ides r .....•...... ••••..•• • • • • • Edward A. LANDERS, P.E. CONSULTING ENGINEERS • ••• • ••• • • • • • • • •• • P .VQ383'98•. ••• • :.: : (30:5)623 g311 • . • • . • . • . . • • • • • • • • •• • • Edward A. LANDERS, P.E. CONSULTING ENGINEERS t - Jc _i wr,✓r) ex 73• ct R ? ?r•, 21 131-)%-c 60(tip 44‘e N- ? ('Z-- 7- *5-6Y7 z - -nil...: kdati&s /is c 3v 5.--G '7 Z._ #AF (,) s 47c)F Cot-6-3 / o c( rJcS 6 ` .142 ° c sol, --A)--/77-4 ..••••• • •... . • • • • • • • • • • • • • • • • • • • • •••• •••• • • • •• • •• •.• • ;.P'E; #038398.' • ••• • • • •• :i: :003)823-39•38: . .• • . ...• • • . • • • • • • • • .• -I 0 /59 Date Company Address City State MECAWind Version 2.1.0.6 ASCE 7-10 Developed by MECA Enterprises, : 10/24/2016 Name : Edward A. Landers, P.E. : 7850 NW 146th Street : Miami Lakes, File Location: Inc. Copyright 2016 :ww.rnecaenterDrises.ccm Project No. : 1614931-01 Designed By : Edward A. landers, P.E. Description : Wind Pressures Customer Name : 150 NE 108th Street Florida Proj Location : Miami Shores, Florida C:\Program Files (x86)\MECAWind\1614931-01.wnd Walls 2 1 r 3 I 1 r. Gable Roof 8 <= , Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based 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 ft ft ft^2 GCp GCp Max P Min P psf psf UPLIFT UPLIFT UPLIFT WINDOW B WINDOW C WINDOW D WINDOW E WINDOW F WINDOW G DOOR 2 DOOR 3 GARAGE DOOR 2.00 10.00 33.3 1 2.00 10.00 33.3 2 2.00 10.00 33.3 3 3.33 3.00 10.0 4 3.33 3.00 10.0 4 3.50 3.00 10.5 4 4.00 2.00 8.0 4 3.50 5.00 17.5 4 4.00 5.00 20.0 4 6.00 7.00 42.0 4 3.00 7.00 21.0 4 10 8.00 7.50 60.0 5 0.25 0.25 0.25 0.90 0.90 0.90 0.90 0.86 0.85 0.80 0.85 0.78 -0.95 -1.43 -1.91 -0.99 -0.99 -0.99 -0.99 -0.95 -0.94 -0.89 -0.94 -1.01 16.00 16.00 16.00 36.66 36.66 36.54 36.66 35.35 35.03 33.29 34.92 32.46 - 38.28 - 54.78 - 70.98 -39.71 -39.71 - 39.60 - 39.71 - 38.40 - 38.09 -36.35 - 37.97 -40.48 Khcc:Comp. & Clad. Table 6-3 Case"1 "' • • • ' . . •• = 0.85 Qhcc:.00256*V^2*Khcc*Kht*Kd .� • •• ••. •• • ... • ... . • • . • . • • • . . • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••. • • • ... • • .. • • • • 000 • • • • • • • • • • • • • 000 • • • • • • • • . • • • • • • • • . • • • • • • • 000 • • • ••• • • = 33.94 psf MECAWind Version 2.1.0.6 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2016 wo,w.mecaenterprises.com Date Company Name Address City State File Location: Project No. Designed By Description Customer Name Proj Location C:\Program Files (x86)\MECAWind\1614931-01.wnd : 10/24/2016 : Edward A. Landers, P E. : 7850 NW 146th Street : Miami Lakes, : Florida Directional Procedure All pressures shown Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor Damping Ratio (beta) Alpha At Am Cc Epsilon Slope of Roof Ht: Mean Roof Ht RHt: Ridge Ht OH: Roof Overhang a re at Eave= 1614931-01 Edward A. lenders, P.E. Wind Pressures 150 NE 108th Street Miami Shores, Florida Simplified Diaphragrm Building (Ch 27 Part 2) based upon Design, with a Load Factor of .6 175.00 II Exposure Category = C N/A Flexible Structure = No 1.00 Kd Directional Factor = 0.85 0.01 9.50 Zg 0.11 Bt 0.15 Bm 0.20 1 0.20 Zmin 0.25 : 12 Slope of Roof(Theta) 11.50 ft Type of Roof 14.00 ft Eht: Eave Height 2.00 ft Roof Area 2 Bldg Length Along Ridge = 80.00 ASD mph = 900.00 ft • 1.00 • 0.65 = 500.00 ft • 15.00 ft = 1.20 Deg = Gabled • 9.00 ft = 664.00 ft^ ft Bldg Width Across Ridge= 50.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 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 Kzt (0.33*z): Topographic factor at elevation 0.33*z Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33*z)]^0.5 Net Wind Pressures on Walls (Table 27.6-1) Wall Pressures do not c�iuiQ effect. oaf imternal pressure • . • • OOOOO •• • MWFRS-Wall Pressures for Wind Nor! dal • :o: 5y ;r ; Jai l • •. .•. .• • • • •• L/B ph: Net Pressure p0: Net Pressure • 3.80 • 1.00 • 175.00 mph at top of wall (windward + leeward) _ at bottom of wall••(�windwarsJ••+ lew.wad)• _ • •• • • • • . • .• . . ps: Side wall pressure acting 43iifAr raly ou, wa.rd•t .V•.* ph pl: Leeward wall pressure act:44 uniformly cutwaEC .31 * ph= pwh: Windward wall pressure acting uniformly outward = ph-pl = pw0: Windward wall pressure acting uniformly outward = p0-pl = • • • . . • •.• • . • • • • • • • • . .•. . • • • . • • . . . • • .• .• • • • •. •• • . . . . .•. • • 1.60 35.69 psf 35.69 psf 21.41 psf 11.21 psf 24.48 psf 24.48 psf MWFRS-Wall Pressures for Wind Normal to 80 ft wall L/B = 0.63 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 P r r—* Wall Pressures See Table 27.6.1 �} P, Elevation Mean roof ht. Wind Plan _x 8 Net Wind Pressures on Roof (Table 27.6-2): Exposure Adjustment Factor Zone 1 2 3 4 5 Load Casel Load Case2 psf psf .00 .00 -36.05 -32.18 -26.37 .00 .00 .00 .00 .00 1.000 Note: A value of '0' indicates that the zone/load case is not applicable. W t,.J .• ..• . . • _ • • • • • I.• • • • . '• • • •`• • • • t• • W44 • • • • • •-•__ • •► _n • • - -•a it1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 6•• • • • • • • • • Ci7) 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 •• ••• • • • • • •• • • • • • • • Y • •• ••• •• • • • •• • ••• • • • • • • • • •• ••• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 • • 000 Y • ......... • • 3 I dr ..": . • (-144 ••• Os•e- • _16 odi fr .... . • • : • r 0? ... • :• • .. --7--7r77-7t47'=f . • 'I ,44'i1/4014 „ "A‘v.s. ....... •Z`‘ .. . , fro . (.5 IMr 0 • • • • • • • • • • 4. • :. :•° • ai • • • • • • • • • • • • .• • • • • • •'• • • iv • • • . • .. No 38398 Lo I-743-6-98 : S-D e /0 5-7"- STATE • t 0 %Rios*. 1//// %NAL taattiw . • • • • • • • • • • • • • • • • • - • • .............. uru-ro.:_45.1oS Pc I e • • • •-... Fun,4'r (6 xti ),•C- 11.,) „ • • . . • . • 0017kilr- I : :607 640 - s • • • - • • LoVtio ••1 7,- ek •t_ I• ° s * • • • •,• • • • : di • • .44;l: • • i&• • •'i • • •• • • • ' • • • • ' • • • • a • • •-7-• • Edward A. LANDERS, RE. CONSULTING ENGINEERS P.E. #038398 (305)823-3938 Ce7c-ce-5 - )6. z • • • • • • . • • • • , • • • • • • . . - ..... • • • • -.; .......... ••=_. rl . fr 1 q72, A-P-9 1144 . ' H cdd.3 tka • /.33 565-;7 teti, f(29"77, Edward A. LANDERS, P.E. CONSULTING ENGINEERS P.E. #038398 (305)823-3938 •J ...... ..... ........ • - • • , • - • • • • • f•re • 1: I e-e- • • • • • • • • • . • • . • OAK, • . 0, • • • . • • • " •.•.• • • • • •• , • • : • • • • • • • • - -. • - • •, . .•-. - • • • CA--c5,1 - fe, z 44& 3 • • • • • • • • t€O C 3457: • 41 i 60 • . • :• • .....• •.y_.• •.•..: .. .. :• • • • • •.•• .• • •• .•• • • • • •• .• • • :.f: •' • :• .. •:....- • • • • ••• • • • • • it • • ••. • Edward A. LANDERS, P.E. CONSULTING ENGINEERS P.E. #038398 (305)823-3938 • • • • • • •. • • { TABLE3.2.1.2: Reinforced Wall Properties for Load Combinations Not Including Wind or Seismic Concrete Masonry Wall Properties Steel Reinforcement Properties tnom 8 in E, 29,000,000 psi For Effective Depth d =. 3.8125 in Fy 60,000 psi Out -of -Plane Resisting Moment and Shear for Bars Positioned in the Center of the Wall Q\ (Table Arranged by Increasing MR) 0 y E 0 U d 75/8" fm = 1,350 psi fm = 1 500 psi Bar Size Bar Spacing . (in) A, (inz/ft) MR (in-Ib/ft) Bar Size Bar Spacing (in) A, (in2/ft) MR (in-lb/ft) Bar Size Bar Spacing (in) A, (in2/ft) MR (in-Ib/ft) Bar Size Bar Spacing (in) A, (inz/ft) MR (in-Ib/ft) 8 7 6 8 5 7 8 6 4 7 8 8 5 7 6 8 7 .6 5 7 4 6 8 7 5 8 6 7 8 8 8 16 8 16 24 16 8 24 32 40 16 32 24 48 40 32 24 48 16 40 56 56 32 64 48 64 1.19 0.90 0.66 0.59 0.47 0.45 0.40 0.33 0.30 0.30 0.30 0.24 0.23 0.23 0.22 0.20 0.18 0.17 0.16 0.15 0.15 0.13 0.17 0.13 0.12 0.15 0.11 0.11 20,072 19,008 17,730 16,609 16,221 15,650 15,040 14,499 14,301 14,067 13,987 13,160 13,134 12,972 12,896 12,465 12,103 11,758 11,506 11,374 11,374 10,836 10,684 9,749 9,6t$ "• 9,•349 9,j05 ,.2 8,530 J_ 4 8 6 5 7 6 5 4 8 6 7 5 4 8 5 6 7 5 4 4 6 5 4 4 ti : • it . '.:12b.• 24 72 56 40 72 . 64 48 32 96 72 96 56 40 120 64 96 120 72 48 56 120 96 64 72 s1240' • a 96' i 0.10 0.13 0.09 0.09 0.10 0.08 0.08 0.08 0.1.0 0.07 0.08 0.07 0.06 0.08 0.06 0.06 0.06 0.05 0.05 0.04 0.04 0.04 0.04 0 03 :003 18403 0 :0+02r "• 8,311 8,310 7,804 7,753 7,582 6,829 6,508 6,306 6,232 6,070 5,687 5,578 5,086 4,986 4,881 4,552 4,549 4,339 4,264 3,655 3,642 3,254 3,198 2,843 2,603 2,132 1,706 8 7 6 8 5 7 8 6 4 7 8 8 5 7 6 8 7 6 5 4 7 8 6 7 8 5 6 7 8 8 8 16 8 16 24 16 8 24 32 40 16 32 24 48 40 32 24 16 48 56 40 56 64 32 48 64 1.19 0.(90 0.66/ 0.5'9. 0.47 0.45 0.40 0.33 0.30 0.30 0.30 0.24 0.23 0.23 0.22 0.20 0.18 0.17 0.16 - 0.15 0.15 0.17 0.13 0.13 0.15 0.12 0.11 0.11 21,860 20,647 -19,201 18,055 17,511 16,963 16,306 15,660 15,381 15,196 15,118 14,181 14,127 13,963 13,871 13,392 12,982 12,592 12,315 12,171 12,171 11,479 10,888 10,432 10,044 9,643 9,146 9,128 8 4 7 6 5 6 8 5 4 6 7 5 8 4 5 7 6 5 4 4 6 5 4 4 5 4 4 72 24 72 56 40 64 96 48 32 72 96 56 120 40 64 120 96 72 48 56 120 96 64 72 120 96 120 r 0.13 0.10 0.10 0.09 0.09 0.08 0.10 0.08 0.08 0.07 0.08 0.07 0.08 0.06 0.06 0.06 0.06 0.05 0.05 0.04 0.04 0.04 0.04 0.03 0.03 0.03 0.02 8,928 8,348 8,114 7,840 7,786 6,860 6,696 6,534 6,331 6,097 6,085 5,600 5,357 5,104 4,900 4,868 .4,573 4,356 4,278 3,667 3,658 3,267 3,209 2,852 2,614 2,139 1,711 • • • • • • • • •• ••. • .. ••. ••• • • • • • • • • • • • • • •• • • •• •• • • • • ••• • • • • n.•• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • /! = 1,350 psi m= 1,500psi Reinforced Concrete Masonry Design Aids rn CD 0 O W 111,4 (OF- I3 Cii L.,0-: .�" tom'►, z f,i"C� c,), , t ; r ',5-vv-\ 9 ro -Puift 0.-c-) 26 , O.:, 06 / s •o, ozisi K. ; • • • • • •::.:• • • • w•�• I • 11•• • • :• • • • • • •••.••: • • .••••• •• •• • ('_•• • �Mw_ • . • . • • • Edward A. GANDERS, RE, CONSULTING ENGINEERS P.E. #038398 (305)823-3938 tel... `4- .. ilk • CA2 c_.. . • .. .. • . . . • .... . • .... r `l7 Kt . • .. .. • .. • :. • • .• •...... . .. .. • .:. • • • .. •••• ir • • .. .. Edward A. LANDERS, P.E. CONSULTING ENGINEERS P.E. #038398 (305)823-3938 CA -Cc. S :. • • • ........:...:.:::......:..::.::.. ....• . • •••••• • • •• •• • • .... ........... .: • ... .. • . • • • .. ....:... •••• • • • ..• . • • •••••• ...... . .. • • • Edward A. LANDERS, P.E, CONSULTING ENGINEERS P.E. #038398 (305)823-3938 cc s (D -24-t& • 'Species and commercial grade Non -Dense Select Structural No.1 Dense No.1 No.1 Non -Dense No.2 Dense No.2 No.2 Non -Dense No.3 Dense Select Structural Select Structural Non -Dense Select Structural No.1 Dense • No.1 No.1 Non -Dense - N•' Dense No.2 0.2 Non -Dense No.3 :-SOUTHERN PIN Dense Structural 86 Q.cors Struttural7,2 Dense Stru ra Dense Structural 860 Dense Strudtural i2•• Dens` Structural 65 Size classification 2"-4"thick - 10" wide 2"-4"thi _ 3 /2'04"titic le 2-1i2"& wider • • • . • • • • • • • • •. • • • • ••• • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • Bending Ft, 1850 1450 1300 1200 1200 1050 950 600 2050 1900 1750 1350 1250 1150 1ir(1 975 900 575.... TABLE 8.4 (Continued) Design values in pounds per square inch (psi) Tension parallel grain Ft 950 775 725 650 625 575 550 325 1100 1050 900 725 675 600 575 550 525 325 Shear parallel to grain Fv 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 Compression ,perpendicular toi grain F�l Compression parallel to !grain 'Fc 1750 1750 1600 1500 1650 1500 1400 850 660 1950 565 1800 480 1700 660 1700 565 1600 480 1500 660 1600 565 ,1450 480 1350 565 825 (Dry service conditions —19% or less moisture %SI% -1750 155 ecol ftf 2000 1650 ` 1 1,700,000 1,800,000 1,700,000 1,600,000 1,700,000 1,600,000 1,400,000 1,400,000 1,900,000 1,80.0,000 1,700,000 1,800,000 1,700,000 1,600,000 1,700,000 1,600,000 1,400,000 1 400 000 1,800,000 1,800,000 1 :...0 145 440 120440 1300 1,600,000 •••1100 .11 0 440 1000 1.600,000 1,600,000 • • • - r:: �; •• • • p-� [f :rn er'!v \FPAi,Washington. DC, 1991. • • • • • • • • • •• •• • • • 2100 1750 1600 1400 1200 1050 Dense Select Structural Select Structural Non -Dense Select Structural No.1 Dense. No.1 No.1 Non -Dense No.2 Dense No.2 No.2 Non -Dense No.3 Stud Construction 24-4"thick 2"-4" wide 3050 2850 2650 2000 1850 1700 1700 1500 • 1350 850 .875 1650 1600 1350 1100 1050 900 875 825 775 475 :500 100 100 100 100 100 100 90 90 90 90 90 660 565 480 660 565 480 660 565 480 565 565 2250 2100 1950 2000 1850 1700 5850 1650 1600 975 • 975 1,900„000 1,800,000 1,700,000 5,800,666 1,700,000 1,600,000 1,700,000 1,600,000 1,400,000 1,400,000 1,4001000 Standard Utility, 2"-4"thick 4" wide 1100 • 625 300 +625 :350 175 100 90 90 565 565 565 1800 1500 975 1,500;000 1,300;000 1,300,000 Dense Select Structural Select Structural Structural No.1 Dense No.1 No.1 Non -Dense tJo.2 Dense No.2 No.2 Non -Dense No.3 • Stud 2"-4"thick 5"-6"wide 2700 2550 2350 1750 1650 1500 1450 1250 1150 750 __.775 __. 1500 1400 1200 950 900 800 775 725 675 425 425 90 90 90 90 90 90 90 90 90 90 90 " 660 565 480 660 565 486 660 565 480 565 565 2150 2000 1850 1900 1750 1600 1750 1600 1500 925 925 '1,900,000 I 1,800,060 INon-Dense.Select 1,706,60u 1,800,000 1,700,000 1,600,000 1,700,000 1,600,000 1,400,000 1,400,000 1,400,066 bense Select Structural Select Structural 2450 ' 2300 1350 1300 90 660 2050 1,900,000 SPIB Non -Dense Select Structural 90 565 1900 . 1,800,000 No.1. Dense No.1 No.1Non-Dense No.2 Dense • • • • • 2"-4"thick 8" wide • • • • 2100 1650 1500 1350 • �e 1100 875 825 725 675 90 90 90 90 480 660 565 480 1750 1800 1650 1550 1,700,000 1,800,000 1,700,660 1, 600,000 No.2 • • • L 11200 90 660 1700 1,700,000 • • tdo.2'Non-Dense • • • No.3 • , • ; • • • • • • • • • • 650 1 600 i 400 90 90 :90_ _ 565 480 565 1550 1450' 875 '1,600,000 1,400,000 1,400,000 Dense Select StnieFural Select Structural ..• ••• • 2150 2050 ••• ••• 1200 1100 :90 90 660 565 2000 1850 1,900,000 1,00,000 • • • • • • • • • • • • • •• •• • • •• • • • • • • • • • • • •• •• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • -1- pti4, Fam-ri 6/741A:ri Lodek,, sz. 2f; Edward A. LANDERS, P.E. CONSULTING ENGINEERS s-� .. .� S 60 60, _SG 375- 3cdO. dfU. z vvo ,c2fsr co iftA z—:r. /,,34...--;';:-:61:44:1:.04.4.60...r , •.••�-ry/jdF • ♦ • r s - ; 4--x 4-7-K .7 'sr.:. P.E. #038398 (305)823-3938 w 6 sr • • • • • 11 '7 r . . te. 0.237 0 c /5706 ... _vv1 F-- o,dGe •f 0,rov ot ?S' , .x....., .... (1 4 T......V .............i....;;_:........i...............:c•As1*--------- A .....:„.........„,_ ,:- :• . • Apr--1 7:)a/t-5 4/4 ,i. _., • .n., ....,. :-. 1,...)s-.-L4-• : ( --- 4i • ••• : i ' ' i re- 7* • t.-. . (,. d 'if - (1`)/ • ' • 4 • • : • • • 111 • • . • . . • . • • • • -.7 • • • • • • • C?: L:••••• Edwdrd A. LANDERS, RE. CONSULTING ENGINEERS P.E. #038398 (305)823-3938 • • • • • • • • • • • • • • • • ansmst taw.malumm:malmo cf IMM 1.•111, • • • • • • • • . • • • • • • • 21111•1411•11•10•NearrY011•1411.112.11.1 (0-1446, IMM111.11•••=,1115.1•1•1101M Al••••1111111111.1Mb 111•••Mil • 111131•MEMIIIMMOWIMMIN•01•1 INIOISEMZ=1/1111- e. . • ... , . . .... . , ST • 0, 0., > 0 „ NI( Edward A. LANDERS, P.E. CONSULTING ENGINEERS P.E. #038398 (305)823-3938 lememEnewednamauwanimm....••••••=lamonisummr•Irm.mmx • ej /0- 3e0.CF-/cf- 6 • .... ••,, • • • • • • • . •••••• •••• • • • ••••• 4••• . • i••••• • • • • • -0 • • • • • • I • • • • • • • • • . • • . . • • • .• • • • • • • • • • ou • •• ' • ••••• • • • • • •• • • • somalastsimoamiamonnow, • immarnimmomommalpraenouveasmai CAUCif 111•111=411M=MW.MIMMINNI1 legamurrcmumatscr Innir•Mr•el•mINENVO•f it /1 te'E r¢c dpt -r. c 0 X. r._ . • .. • :.:. /.,... •• • .. . • • • • .. • • • • . • • • • .... • .. •• • Edward A. LARDERS, P.E, CONSULTING ENGINEERS P.E. #038398 (305)823-3938 • MECAWind Version 2.1.0.6 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2016 Date : 10/24/2016 Project No. Company Name : Edward A. Landers, P.E. Designed By Address : 7850 NW 146th Street Description City : Miami Lakes, Customer Name : State : Florida Proj Location : File Location: C:\Program Files (x86)\MECAWind\1614931-01.wnd ' Roof not shown I ~x, k '`l I i / I5 IIx,, `- 1 .,. Walls rT '- 3 a www.mecaenttryri.ses.com 1614931-01 Edward A. landers, P.E. Wind Pressures 150 NE 108th Street Miami Shores, Florida 2 3 1 1 12 Gable Roof 8 t== ? Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based 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 ft ft ft^2 GCp GCp psf Min P psf UPLIFT UPLIFT UPLIFT WINDOW B WINDOW C WINDOW D WINDOW E WINDOW F WINDOW G DOOR 2 DOOR 3 GARAGE DOOR 10 2.00 2.00 2.00 3.33 3.33 3.50 4.00 3.50 4.00 6.00 3.00 8.00 10.00 10.00 10.00 3.00 3.00 3.00 2.00 5.00 5.00 7.00 7.00 7.50 Khcc:Comp. & Clad. Table 6-3 Case 1 Qhcc:.00256*V^2*Khcc*Kht*Kd 33.3 1 33.3 2 33.3 3 10.0 4 10.0 4 10.5 4 8.0 4 17.5 4 20.0 4 42.0 4 21.0 4 60.0 5 0.25 0.25 0.25 0.90 0.90 0.90 0.90 0.86 0.85 0.80 0.85 0.78 -0.95 -1.43 -1.91 -0.99 -0.99 -0.99 -0.99 -0.95 -0.94 -0.89 -0.94 -1.01 16.00 -38.28 16.00 -54.78 16.00-70.98. 36.q 36.66 •-39.71 36.54�•-39.60 36.6%6'•:-43.9.71 3 5.3te "-.'$ . 4 0 • 35.03�•�3.09•••••• 33.29 '-'36.35 •••• 34. 92•;"17. 97 • • 3 2 . 416° •-•4 0. 4 8 • • • • • • • • • ••;••:0.85 = 33.94•ggt• •• • • • • • • • • •• • • • • MECAWind Version 2.1.0.6 per ASCE 7-10 Developed by MEGA Enterprises, Inc. Copyright 2016 www.mecaenterrrises.com Date Company Name Address City State File Location: Project No. Designed By Description Customer Name Proj Location C:\Program Files (x86)\MECAWind\1614931-01.wnd : 10/24/2016 : Edward A. Landers, P.E. : 7850 NW 146th Street : Miami Lakes, : Florida All pressures shown Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor Damping Ratio (beta) Alpha At Am Cc Epsilon Slope of Roof Ht: Mean Roof Ht 1614931-01 Edward A. landers, P.E. Wind Pressures 150 NE 108th Street Miami Shores, Florida Directional Procedure Simplified Diaphragrm Building (Ch 27 Part 2), are Design, with a Load Factor of .6 RHt: Ridge Ht = OH: Roof Overhang at Eave= 2 Bldg Length Along Ridge = based upon ASD 175.00 mph II N/A 1.00 0.01 9.50 0.11 0.15 0.20 0.20 0.25 : 12 11.50 ft 14.00 ft 2.00 ft Exposure Category Flexible Structure = Kd Directional Factor = Zg Bt Bm 1 Zmin Slope of Roof(Theta) Type of Roof Eht: Eave Height Roof Area C No 0.85 = 900.00 ft - 1.00 • 0.65 = 500.00 ft = 15.00 ft • 1.20 Deg = Gabled • 9.00 ft = 664.00 ft^ 80.00 ft Bldg Width Across Ridge= 50.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht lzm: Cc*(33/Zm)^0.167 Lzm: 1*(Zm/33)^Epsilon Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCPi : Internal Pressure Coefficient Topographic Adjustment 0.33*z Kzt (0.33*z): Topographic factor at elevation 0.33*z Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33*z)]^0.5 = 15.00 ft = 0.23 = 427.06 ft = 0.92 - 0.88 = 0.85 • Ob.. • • • • 0000 0000 • ••.••. 1.000 ••• "="175 ida 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 = 1.60 ph: Net Pressure at top of wall (windward + leeward) = 35.69 psf p0: Net Pressure at bottom of wall (windward + leeward) = 35.69 psf ps: Side wall pressure acting uniformly outward = .6 * ph = 21.41 psf pl: Leeward wall pressure acting uniformly outward = .31 * ph= 11.21 psf pwh: Windward wall pressure acting uniformly outward = ph-pl = 24.48 psf pw0: Windward wall pressure acting uniformly outward = p0-pl = 24.48 psf .'• • • • • • • MWFRS-Wall Pressures for Wind Normal to 80 ft wall L/B = 0.63 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 Wall Pressures See Table 27.6.1. Elevation Mean roof ht. Wind Plan Net Wind Pressures on Roof (Table 27.6-2): Exposure Adjustment Factor = 1.000 Zone 1 2 3 4 5 Load Casel Load Case2 psf psf .00 .00 - 36.05 - 32.18 - 26.37 .00 .00 .00 .00 .00 • • • • • • • • • • • • • •••• •..• . • • • • • • • . • • • • • Note: A value of '0' indicates that the zone/load case is noi"a1315licatfle. • Ffit WinJ h ti11.1 • . • • •• • • • • • • . • • • • • .• • • • • • • • • • . .• • 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 Root e pressure from Uthlu Zonis { or 3 as ,a phcablc plorpi 4�'1llt� 1)IreclUyrl P,„ 1; • • • • • • • • •• • • • • • • ••r••• • • • •••• •••• • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • •• • •••• • • • • • Miami Shores Village Building Department 10050 NE 2"d Ave. 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. f 1 i✓tT- I o i I (We) have been retained by Fes" llctil I? 'PVT' to perfonuspecial inspector services under the Florida Building Code 2010 at the (5-0 /U L t c) cY sr project on the below listed structure as of 10 ' f 6 ' b (date). I am a registered architect/professional engineer licensed in the State of Florida. Process Number: 2 d I i9 - 21 8 Special Inspector for Piling, FBC 1822.1.20 (R4404.6.1.20) Special Inspector for Trusses > 35 ft. long or 6 ft. high, FBC 2319.17.2.4.2 (R4409.6.17.2.4.2) vSp ial Inspector for Reinforced Masonry, FBC 2122.4 (R4407.5.4) S cial Inspector for Steel Framing, FBC 2218.2 (R4408.5.2) pecial Inspector for Soil Compaction, FBC 1820.3.1 (R4404.4.3.1) Special Inspector for Precast Attachments, FBC 1927.12.2 (R4405.9.12) _ Special Inspector for Roofing Applications, Lt.Weight. Insul.Conc. FBC 1917.2 (R4405.12.2) Other Note: Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative to perform inspection* • . 1. 2. 3. 4. r • • • • • • • *Special inspectors utilizing authorized representatives shall insure the authorized representativc'iti7 lified by • education or licensure to perform the duties assign by Special Inspector. The qualifications shalllicensiik• a. professional engineer or architect: graduation from an engineering education program in civil or s'tttettral enginecttng; graduation from an architectural education program; successful completion of the NCEES Fund/IA: tl t Exam alit ,.. or registration as building inspector or general contractor. • • • • • • • • • • • I (we) will notify the Miami Shores Building Department of any changes regarding AuthorI d,:. • . .. • 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 sealed statement indicating that,..e!*rni knowledge, belief and professional judgment those portions of the projec tlt; i 4bQy6' (4.be intent of the Florida Building Code and are in substar > ac mice tlL aiiPtWaf '% 0. Engine Architect 38�I98 _ Name Fn-S e _. S gned�and S -- * z.- Print Date: 10 i STKIF Address 7 �.5� ivw/ .b'� _ FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Street: City, State, Zip: Owner. Design Location: 5. Bradfute & Kolokoff Residence 150 NE 108`e street Miami Shores, Florida 33161 FL, Miami New construction or existine Single family or multiple family Number of units, if multiple family Number of bedrooms (bedrooms in addition) Is this a worst case? Builder Name: Permit Office: Permit Number: Jurisdiction: 161400 Addition Single-family 1 1(1) No Conditioned floor areas above rade (ft2) 807 Conditioned floor area below grade (ft2) 0 0 7. Windows (250.0 sqft.) a.U-Factor SHGC: b.U-Factor SHGC: c.U-Factor N/a SHGC: d.U-Factor N/a SHGC: Area weighted Average Overhang Depth: Area weighted Average SHGC: 3. Floor types (807 sqft.) a. Slab -On -Grade Edge Insulation b. N/A c. N/A Glass/Floor Area: 0.371 I hereb this C P DATE: Description Area Sal, u=0.75 297.00 02 SHGC=0.25 N/a ft2 Insulation R=0.0 R= R= ft2 ft2 2.000 ft. 0.250 Area 807.00 ft2 ft2 ft2 9. Wall types (799 sqft.) a. Concrete Block — Int Insul. Exterior b. N/A c. N/A d. N/A 10. Ceiling type (807 sqft.) a. Under attic (vented) b. N/A c. N/A 11. Ducts Insulation R=5.0 R= R= R= Insulation R=30.0 R= R= R a. Sup: Attic, Ret: Attic. AH:AH1 .f 12. Cooling systems a. Central Unit 13. Heating systems a. Electric Strip Heat •• • • • • • • Area 799.00 ft2 f12 ft2 ft2 Area 807.00 ft2 ft2 ft2 210.4 • • • • • kBtu/hr • Efficieticive •••?S.3 ••••SEER:16l00 • • • .. • •••• •••• • • • • %ittuJltr • • • • • • 27.3 • • • • • 14. Hot water system — Supplementalfor Addition a. Electric Tanitigse • b. Conservation features None 15. Credits • • Efficiency Cop: t UE ":' • • • • dap:1.ga:lons • • • • ▪ • EF: 0.920 Pstat Total Proposed Modified Loads: Total Baseline Loads: I hereby certify that this building, as designed, is in compliance with the Florida • -rgy Code. OWNE DATE: 1' i? A Ga'( r,“ o• /v 38.78 PASS 45.59 Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. y'-�1 F ST —`t pi. 01, c' k. 91, Zr OD wElls BUILDING OFFICIAL' DATE - Compliance requires certification by the air handler 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. 9/27/2016 7:17 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: 795 NE 82ND TERR Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1150 Lot # Owner. Total Stories: 1 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street 795 NE 82ND TERR Permit Office: Cross Ventilation: County: Miami -Dade Jurisdiction: 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 Low BLOCKS Number Name Area Volume 1 Biockl 1150 9200 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfiI ID Finished Cooled Heated 1 Main 1150 9200 Yes 3 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulation Main 160 ft 0 1150 ft2 -- 0 0 1 • •• ' ' ' • ROOF _ _ s • Roof Gable Roof Solar SA Emitt Emitt Deck Pitch .. # ' Type • : • : Materials Area Area Color Absor. Tested Tested Insul. (deg) • • •• •• 1 '; lip. • • composition shingles 1185 ft2 0 ft2 -T_r_ Medium 0.96 No 0.9 No 0 14 •••• - • • •••• •••• ATTIC • • ': " # • • • •Tyre Ventilation Vent Ratio (1 in) Area RBS IRCC • 1 Full attic • • Vented 300 1150 ft2 N N • CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 1150 ft2 0.11 Wood 9/27/2016 7:17 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS / Adjacent if Cavity Width Height R-value Ft In Ft In Sheathing Framing Solar Below Omt To 1CualtType kvniue Fraction Absor Grade°%° 1 N Exterior Concrete Block - Int Insul Main 5 38 7 8 308.7 ft2 0 0.75 0 2 E Exterior Concrete Block - Int Insul Main 5 40 8 320.0 ft2 0 0.75 0 3 S Exterior Concrete Block - Int Insul Main 5 38 7 8 308.7 ft2 0 0.75 0 4 W Exterior Concrete Block - Int Insul Main 5 40 8 320.0 ft2 0 0.75 0 Space Area DOORS Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Wood 2 S Wood Main Main None .46 5 7 35 ft2 None .46 3 7 t 21ft2 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 N 1 Metal Double (Tinted) Yes 0.55 0.5 22.2 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 2 N 1 Metal Double (Tinted) Yes 0.55 0.5 7.5 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 3 N 1 Metal Double (Tinted) Yes 0.55 0.5 10.5 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 4 E 2 Metal Double (Tinted) Yes 0.55 0.5 25.7 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 5 E 2 Metal Double (Tinted) Yes 0.55 0.5 4.5 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 6 E 2 Metal Double (Tinted) Yes 0.55 0.5 13.2 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 7 S 3 Metal Double (Tinted) Yes 0.55 0.5 25.7 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 8 S 3 Metal Double (Tinted) Yes 0.55 0.5 33.8 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None INFILTRATION # Scopi* • • Method SLA CFM 50 ELA EqLA ACH ACH 50 • •••• • •• • • • ▪ 1 Wholehouse •Proposed'ACHl50) .000025 76.7 4.21 7.92 .0175 .5 . • 1 • I • ▪ •. •• HEATING SYSTEM • • . • # • 1ystem Type• • • • • Subtype Efficiency Capacity Block Ducts 1 • • • • •••• 1. • • El2ctric Strip? t• . .••• .••. None COP:1 36 kBtu/hr 1 sys#1 • # • System Typt •••• 1. • • Coritral Unit • Subtype None COOLING SYSTEM Efficiency Capacity Air Flow SHR Block Ducts SEER: 14.5 36 kBtu/hr 1080 cfm 0.75 1 sys#1 9/27/2016 7:17 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 HOT WATER SYSTEM J # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Tankless Main 0.99 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 ft2 DUCTS / -- Supply — — Retum — Air CFM 25 CFM25 HVAC # 1/ # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 255.6 ft2 Attic 63.9 ftZ Default Leakage Main (Default) c(Default) c 1 1 TEMPERATURES Programable Cooling Venting Thermostat Jan X Jan Jan None Feb X Feb Feb Mar ki Mar Mar Ceiling Apr Apr X Apr Fans: [ 1 May [[ ]] May May !X Jun Jun ; Jun X Jul ' Jul Jul 7C Aug Aug Aug X Sep Sep Sep Oct ' ' Oct X Oct Nov Nov � Nov DecHeating X) Dec 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 78 78 78 78 PM 78 78 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 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating(WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 66 • •• • • • • • • • • • • • • •• • •• • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • •• • • 9/27/2016 7:17 AM • • • • • • • • • • • •. • • •• • EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 Unit/ area served: NEW AHU #I3 ITEM N. Glass NE. Glass E. Glass E. Glass SE. Glass S. Glass SW. Glass W. Glass NW. Glass .tkw.•Glass i. Glass•Areas SOLAR 37 66 91 82 0 82 • .21 • • •i••241:7 T. 48 • • • • •1 • ENS. GRAD TOTAL• SHADE x x x x 37 x x 37 x x •x •• •x • • • • • • • • • Residential Cooling and Heating Load Calculations Based on ASHRAE Cooling & Heating Load Calculation Manual, Second Edition. T.AREA BTU/HR x 0 = 0 x 0 = 0 x 114 = 10,374 x 52 = 1,924 x 91 = 0 x 139 = 5143 x 0 = 0 x 40 = 3640 x 0 = 0 x = 0 Subtotal = 21,081 i; • • • T.AREA BTU/HR 0.0 0.04• 807 1,162.1 0.09 • 807 944.2 •••• •o • Subtotal 2,106.3 • .•• .•• • • •• Btu/Hr • HEAT LOSS ITEM Walls Roofs Floor Glass Ventilation 1.1xDT, Q= Partition TOTAL KW • Job NAME: Date: Calculated by: Checked by: ITEM N. wall NE. Wall E. Wall SE. Wall S Wall SW Wall W Wall NW Wall Knee wall T. Wall Area ITEM People Kitchen Infil.Nent = Miscellaneous Summer design 91.0 ° F Summer Coincident W.B.: 77.0 °F Summer Daily range.: 11.0 ° F Data Source 2001 ASHRAE Hand Book Bradfute & Kolokoff Residence I50 NE 108t street Miami Shores, Florida 33161 01/12/16 A.M A.R.G T U T.AREA 24 x 0.2 x 0 20 x 0.2 x 0 24 x 0.2 x 154 BTU/HR • 0.0 - 0.0 • 739 22 x 0.2 x 0 = 0.0 17 x 0.2 x 211 = 1,012 22 x 0.2 x 0 = 0 24 x 0.2 x 434 = 2,083 22 x 0.2 x 0 = 0.0 0.0 799 Subtotal = 3,834 BTU/Unit 230 1200 1.1xQxDT= = 34,336.6 Btu/Hr (TOTAL SENSIBLE + LATENT) MAX. ALLOWED PER UNIT 1.15% = TONS = 2.2 USE = 2.5 Tons T.AREA T U BTU/HR Cfm = . 1000 799 27 x 0.2 4314.6 Sq.Ft/T = 314.39 807 27 x 0.03 653.7 CFM/sq.ft = 1.0 807 27 x 0.09 1,961 297 27 x 1.1 8,820.9 1.1 27 x 67.32 1999.4 0 27 x 0.09 0.0 17,749.6 Btu/hr 5.4 Kw QARCHxVOL./60 = 0.48 x Area A/C 807 Volume A/C 807 x 6,859.5 / 60 = 54.87 Sq.ft. 8.5 = 6,859.5 Cu. Ft. TOTAL 3 1 67.32 x Subtotal 16.5 39,487.15 Btu/Hr BTU/HR 690 1200 1110.8 0.0 3001 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 84 The Tower the EnergyPerformance Index, the more efficient the home. 150 NE 108th STREET, MIAMI, FL, I. New construction or existing Single family or multiple family 3. Number of units, if multiple family 4. Number of bedrooms (bedrooms in addition) 5. Is this a worst case? No 6. Conditioned Boor areas above grade (ft2) 807 Conditioned floor area below grade (112) 0 0 7. Windows (250.0 sqft.) a.U-Factor SHGC: b.U-Factor SHGC: c. U-Factor N/a SHGC: d.U-Factor N/a SHGC: Area weighted Average Overhang Depth: Area weighted Average SHGC: 8. Floor types (807 sqft.) a. Slab-pn-Cyide Edge Insulation b. N/A • • • i•••r•• N/A •••• ••• • •• • • • • • • • • • • • • • Addition Single-family 1 1(1) Description Area SgI, u 0.75 297.00 ft2 SHGC=0.25 N/a ft2 Insulation R41.0 R= ft2 ft2 9. Wall types (799 sqft.) a. Concrete Block—Int lnsul, Exterior b. N/A c. N/A d. . N/A 10. Ceiling type (807 sqft.) a. Under attic (vented) b. N/A c. N/A 1I. Ducts a. Sup: Attic, Ret: Attic, AH: AH2 12. Cooling systems a. Central Unit 13. Heating systems a. Electric Strip Heat Insulation R=5.0 R= R= R= Insulation R=30.0 R= R= R 6 kBtu/hr 28.3 kBtu/hr 27.3 2.000 ft.14. Hot water system — Supplemental for Addition 0.250 a. Electric Tankless Area 807.00 ft2 ft2 ft2 b. Conservation features None 15. Credits • i • •:LA,e,rlify that this Iaome has camplied with the Florida Energy Efficiency Code for Building .Gooctructi811Votigh tIie•aiove energy saving features which will be installed (or exceeded) '+Aais home•b®fore finalir+tspection. Otherwise, a new EPL Display Card will be completed b rod on inateiled Codetttltpliant features. • • • • •.Bilii tier Signature! Date: to (0 76 • • • • •• • .:Adtlaess of New Nome:• •I AAZ- j 0 $ 7u 5714171 • • City/FLZip: 3 3 / • Area 799.00 ft2 ft2 112 f.2 Area 807.00 ft2 ft2 ft2 ft2 210.4 Efficiency SEER:16.00 Efficiency COP:1.00 Cap: 1.gallons EF: 0.920 Pstat *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating_ Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's 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 coin DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE ,(NOA) Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 SCOPE: This NOA is being issued under the applicable .rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Eco-Guard 60" Aluminum Horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W 14-11, titled "Eco-Guard Series-60 Alum Horiz. Rolling Wdw. (L.M.I.)"-,sheets 1 through 5 of 5, dated 03/28/14, with revision a dated 05/23/14, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval 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 manufactrer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. •• •. •• . MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 P (786) 315-2599 www.m is m id ad e.aov/economy • RENEWAL of this NOA shall be considered after a renewal application has been riled and tierafias been •. no change in the applicable building code negatively affecting the performance of thimduct. . . TERMINATION of this NOA will occur after the expiration date or if there has lisan a revisioa or change . in the materials, use, and/or manufacture of the product or process. Misuse of this•N€ as an ertderseinerrt• ••• •. of any product, for sales, advertising or any other purposes shall automatically tethjAM4; this rjQ4, Failurt• • • • to comply with any section of this NOA shall be cause for termination and removal bfTlOA. • • ADVERTISEMENT: The NOA number preceded by the words Miami-D4de •Cpunty,.Florjda, anti, •„. followed by the expiration date may be displayed in advertising literature. If any portion c 'tlf •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 manufatture1 or its distributors and shall be available for inspection at the job site at t e request of the Building Official. This NOA consists of this page 1 and evidence page E-1, as well j�. �r• al document mentioned above. The submitted documentation Was reviewed by Manuel Pe MIAMI.DADE COUNTY APPROVED NOA No. 14-0403.09 Expiration Date: June 19, 2019 Approval Date: June 19, 2014 Page 1 • Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W14-11, titled "Eco-Guard Series-60 Alum. Horiz. Rolling Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/28/14, with revision A dated 05/23/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of an Eco-Guard series 60 aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7634, dated 12/09/14, signed and sealed by. Marlin Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,, complying with FBC 5tt' Edition (2014), dated 03/19/14, 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. 13-0129.27 issued to E.I. DuPont*DeNdmoui s & Co., Inc for their "DuPont Butacite n® PVB Interlayer" dated 04/11/}3?gxpiring on V2711/16r • •: • 2. Notice of Acceptance No. 12-1231.09 issued to Eastman C1teMeal Company (MA),: for their "Saflex HP Clear or Color Glass Interlayers" dated D 7.28/13,•E.ring of • 04/14/18. • • . . .... • F. STATEMENTS . • 1. Statement letter of conformance, complying with FBC-5th Ellition•(2014).0.44 of nd • • • • • financial interest. dated llifarch 11. 2014_ ;csucd bm Al-F'aroo4 Ca •,�>rut;.�n. a;s.,.d .44.. • .. . .... . . .• . ..• sealed by Javad Ahmad, P.E. G. OTHER 1. None. E-1 11/7Ct/trat.t,eli-j)) Mai uei t-P'erea, h.E. Product Conti(ol Exiner �` a� NOA No: +4 4403.09 Expiration Date: June 19, 2019 Approval Date: June 19, 2014 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Ea) -GUARD SERIES-60 ALUMINUM HORIZONTAL ROLLING WINDOW APPROVAL APPLIES TO SINGLE UNITS OR' SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED **COMM? COMlM.'A WITM TM • • • REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING I� H �L�CIT♦ � HURRICANE ZONE (HVHZ). • •• • • • • • • • • WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY ••• TI•W =ER • • • •• LOADS TO THE STRUCTURE. • ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN•TTIGSE DET4iltf ORE • NOT PART OF THIS APPROVAL. • • • • • • A LOAD DURATION INCREASE IS USED IN DESI OF 4CHOI;S INTQ WOO: OIILY.• ALL SHIMS TO BE HIGH IMPACT, NON—METAL414 7440 1 J011—COMPRES LET • • MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. ••• • • •, • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • I/O" HEAT STREW() GLASS .090" Inlulayer So flex Coor And Color Gloss By 'Eastman Chemical Co.' I/O" HEAT STREN'D GLASS SILICONE DOW 899 • • • uLASS TYPB 'A' 5/18" OVERALL WA GLASS ••• • • • • • • • • • • • • • •• •• z 4 1/4" MAX. HEAD/SILL CORNERS • 74 1/8" WINDOW WIDTH 10 1/4" MAX_ 1 F— ,_ HEAD SILL —J ii It !1_t/. 1___ - o1 1I II O 12 — // > '/ r v O O B I 12 1 l-1 1 1-1 - 1-- FALSE MUNTINS (SURFACE APPUEO) MAY BE USED 33 11/16" D.L.O. (VENT) 37 1/4' VENT WIOIII 33 11/16" D.L.O. (rlx. LATE) ". TYPICAL ELEVATION MAXIMUM DESIGN LOAD RATING = + 55.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) - 60.0 PSF 1/8" HEAT STREN'D GLASS .090" Inlorlaycr DuPont Butacile PVB Dy 'EA. DuPont De Nemours & Co., Inc: 1/8" HEAT STREN'D CLASS SILICONE DOW 899 GLASS TYPE '0' 5/16" OVERALL LAM. GLASS GLAZING OPTIONS mE NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECI'AjATORY STATEMENT DCA05-DEC-219 [ngr. JAVAD AMMO CML FIA PE 170592 CA11. 3538 2014 Approved as complytug x1181hc DaleytiormHolding alct�un Npna Oilom I Dade Product Cy Irxl 8 a vs COMP-ANL c 0 U v 8 0 c 1.7 g, drawing no. W14-11 sheet 1 of 5 ) 10Y _ WOOD BUCK 4 EDGE OIST., TYPICAL ANCHORS SEE ELEV. FOR SPACING O 0 0 W 0 01 COD METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EOCE TYPICAL ANCHORS SEE ELEV. FOR SPACING WEEPHOLES: wi - 1/4" X 1-5/8" WEEPHOLES WITH BAFFLE AT 4" FROM EACH ENO AND AT MIDSPAN W2 = 1/4" X 1" WEEPHOLES AT 2-1/4" FROM EACII ENO AND AT MIDSPAN SEALANT ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. • , • • •• •• • •• •'g• • •• •• • • ••• • • • • • • • _•• •• ••e �_ • ••• •• • •• •� • • •• • • •• • • • •• e1 n 014••4 • • • • • • 'TOR SPACING. • •• •.' • • • •• PEDGE DISTe •"• • •' 1DY WOOD BUCK TYPICM ANCH0R5 SEE EIEV. FOR SPACING EDGE DIST. E 8 1 f TYPICAL ANCHORS SEE ELEV. FOR SPACING W000 BUCKS AND METAL STRUCTURE NOT OY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHOl3 SEE ELEV. FOR SPACING 1/4" DIA. TAPCON BY 'ITW' (Fu-120 KSI, Fy-92 KSI) 1/4'. DIA. ULTRACON BY 'ELCO' (Fu.177 KSI, Fy" 155 KSI) 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 DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (F'y 36 KSI MIN.) ALUMINUM : 1/5" TIIK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO SE PLATED OR PAINTED) 1 /4" DIA. SELF DRILLING SCREWS (GRADE 5 cas) INTO MIAMI-DAOE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SFIIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE 3/4" MIN, CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. C-90 HOLLOW/FILLEO BLOCK AT JAMBS I'm n 2000 PSI MIN. JAVI ANMAO CAN. FU. PE / 70592 CAN. 35 2014 Approved nr emnpl1 Tug x116 Rw Flo,'hl, IIuIJIn C de Un1e,r„J11,,JJ Mp10AT1( 1 ed bade Product, in (� g0 O Od ego 1. p " le Soho ILLz 3 th 0 6 2 4 drawing no. W14-11 sheet 2 of 5j ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4' MAX. SHIM TYPICAL ANCHORS SEE ELEV.- FOR SPACING METAL STRUCTURE VENT HEIGHT D.L. OPG. . •• • • • • • • • • •• • • • • • • • • •• • • • •• • • • •• WINDOW WIDTH XO LAYOUT MIAMI-DAOE COUNTY APPROVED AIULUON SEE SEPARATE NOA WINDOW WIDTH 1/4" MAX. SHI1AS D.L. OPG. EXTERIOR TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • •• •• • • •• •• • • • • • • • ter W000 BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING 1-1 4" 1/'I MAX. -v, jA AHM40 CM. MA. PE / 70592 CAN. 3538 diAY. SKIM WOOD DUCK/ D STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING Ualqu Approved 8e Coutplifog x11h lir iYarldoI Duld)n$5� 111 m1 Dade Product Conkrol /L r COMP-INL\W14-11EC U o fn w cn CA NN- oco 0)ty M I z 2 O� w W cn c 0 a� • i c Growing no. W14-11 sheet 3 of 5) • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0•• • • • 0•• • • .875 1--t---:. .625 1__ 2.587 -.062 .056 TYP. -- 2.133 --- U FRAME HEAD 3. FRAME SILL ® VENT TOP/B0110M RAII. .062 1.695 1 O JAMB STILE .062 _{.219 .340 -.996 SILL TRACK 0 MEETING RAIL •• • • • • • -.7`8-• 1 • • • •• • 2.357 I 2.259 015 1 41YR• • • 111, •• 2 I48--- O MOV. FRAME JAMB • • • • • • • • • • • • • •• •• • • • • • 1J19--- 1.061 - .625 -.062 —Tf ,875 .062-' I .050 TYP. 1.094 - FIXED MTG. RAIL • • • • • • • .53• • • • • • • • • • • • I • • •• • • • 2.183 •• • • • • • ••_ ,8.5 • •• • �1.344 • • i • • • • • • • • • O FIXED FRAME JAMB • • • • • • • • • • •• •• .314 -1 r 10 GLAZING READ ITEM PART # DUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 2 E53 1 FRAME HEAD 6063-T6 - E61 1 FRAME SILL 6063-76 - 3 E62 1 SILL TRACK INSERT 6063-T6 - 4 E52 AS REDO. MOV. FRAME JAMB 6063-T6 - 5 E51 AS REOD. FIXED FRAME JAMB 6063-T6 - 6 E54 1/ VENT FIXED IATG. RAIL 6063-76 - 7 E66 1/ VENT VENT MEETING STILE 6063-T6 - 8 E56 1/ VENT VENT JAMB STILE 6063-T6 - 9 E57 2/ VENT TOP AND BOTTOM RAIL 6063-76 - 10 E58 AS RE00. GLAZING DEAD 6083-T6 - 1 2 5L203P 2/ VENT SWEEP LATCH. AT 9-1/2" FROM TOP & BOTTOM - SULLNAN & ASSOC. 13 #8 X 5/8" 2/ LATCH LATCH INST. SCREW ST. STEEL Fll SMS 14 E63 2/ VENT ROLLER HOUSING & GUIDE CELCON - 15 E64 2/ VENT ROLLER BRASS - 16 E65 2/ VENT ROLLER PIN ST. STEEL - 17 j)8 X 1" AS REOD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SIAS 18 #8 X 3" 2/ VENT nx, RAIL SILL SCREWS (SILL ENO) CRS P.H. SMS 19 V123181 AS READ. PILE WITII INTEGRAL FIN W'STRIPPINC - ULTRAFAB 21 E207 AS RE00. BULB SEAL SANTOPRENE ULTRAFAB, DUROMETER 6535 22 E203 AS REQO. GLAZING DEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65±5 23 WA2L 2/ WOW. WEEP VALVE - PREFERRED ENG. PRODUCTS 24 - 1/ VENT 5/16" BOX SCREEN - OPTIONAL Engr: JAVA0 AMMO CML HA. PE O 705.2 CAN. 3. 2014 APplbeed a4 coiu tlyhey with the Florida IAddl d Dalu. lilnud I�ndc Pruduel ( rol 1 � Dy O N 0 2 - drawing no. W14-11 sheet 4 of 5 ) • • • • • • • •• • • • •• • • • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • VENT TOT/BOTTOM CORNERS ••• ••• • • • •• •• FJXEO MTG. RAII CORNER ••• • • • • • • • • • • • •• •• • • FRAME TOP CORNER FRAME BOTTOM CORNER Env:: JAVAO AHMAO CIVIL FiJ. PE i 70592 CAN. 3539 •,apt•ved at comps)9vg rlltl tAr F7cr.14 j14ddiap C de DatartPAN notta1 Datt 4adutt 8 2f 4 Dy. J � �r LOcoi2 co 3,a)Mr O oM 0^, Z � m o o Wcn • 0 5—. i 1 1 drawing no. W14-11 sheet 5 -OTT) .r of62 L Sc//1!tf<. DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ECO Windows Systems, LLC 9114 N. W. 106th 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 PERA -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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 600 Alumiuum•Outswing Doors-L.M.L APPROVAL DOCUMENT: Drawing No. W12-08 Rev C, titled "Series 600 Alum Outswing Entrance Door (L.M.L)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on SEP 04, 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 LMPACT RAT1NGi: Large and'Small Missile Impact Resistant- Limitation: 1 See Single or Double Door Design Pressure (DP) ratings in sheet 2 . See Single or Double Door DP ratings with sidelites (w/wo Reinforcement) and Standalone Single sidelite rating in sheet 3. The max door leaf width shall not to exceed 37". See locking options 1 & 2 in sheet 7_l. 2. Laminated glass types G1 and G2 are limited to .090" Kurarary's Butacite PVB and glass type G3 is limited to Insulated laminated glass w/ _090" Solutia interlayer. 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 al1•endorsement bf tfty prod�tgt� • • • MJAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.f�ovleconomy for sales, advertising or any other purposes shall automatically terminate this NOA. Failere tocomprz..itl1 any • • • ____..�.�... ...mac. .....�.�..... c.F VISA_ • 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 NO4. is•digplayedt than it sh*lt he% .... ••••• done in its entirety. INSPECTION: A copy of this entire NOA shall be provided t shall be available for inspection at the job site at the request of This NOA revises NOA #12-0402.03 and consists of this p document mentioned above. The submitted documentation was reviewed b utaciii rer or its distributors Aft; • • • 1. • • es:-1,'hs;•well ass approval • 41,r .... • • • . ..• . •••. • . • NO14 No.15-0603.13 Expiration Date: March 20; 2019 ' Approval Date: October 15, 2015 I'� 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. W12-08 Rev C, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on SEP 04, 2015, signed and sealed by Javad Ahmad, P.F. B. TESTS (submitted under file #12-0402.03) 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 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12-3357, HETI-12-3358, HETI-12-4003, HETI-12-4003 and HETI-12-4027dated 03/16- 26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. Note: The above referenced test reports have been revised by an addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(5th Edition), prepared by Al Farooq Corporation, dated June 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. 11-0624.01 issued to Kuraray America, Inc. (Former E.T. DuPont DeNemours & Co., Inc. for the `Butaeite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of no financial interest, prepared by Al Farooq Coiporation, dated 06/02/15, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testin3, Jut„ signed and • . . sealed by Rafael E. Droz-Seda, P. E. • • • • 3. Lab compliance as part of the above referenced test report. • . . ....• . • . . . G. OTHER 1. This NOA revises NOA #12-0402.03, expiring 03/20/19. 2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. ••.. . . • • • • • • • :rai:eN . 4,...E-- .. • Vshai L Cteanda, 8...:. Poibuiluct Ctpntrolhxamjper • • • • NOA•ANa.15-0603. ' •: Expiration Date? Mroi► 20, 2019 Approval Date: October 15, 2015 E-1 • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• • •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• • • • ••• • •• •• • • ••• • • •• •• ▪ • • •• • • • • • • • • • • • • • • ••• ••• • ••• • •• •• • • • • • • • • ••• • r •• • • • •• ••• •• 1O • z2 N • • •• • u • re re SERIES 600 ALUMIN DU'I'SWING 4NTRA3`10E wog SINGLE (X) AND DOUBLE (XX) LEAF 000RS SEE SHEET 2. STAND ALONE SINGLE SIDELITE SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SIIEET 3. LOWER VALUES FROM SIDEUTE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED 10 COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (I1VHZ). IB TOR 20Y W000 TO I KS BY OTHERS, MUST BE ANCHORED PROPERLY 10 E ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBECMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COCOMET INTO CC OF THE FLORIDA CONTACT WITH iHIE DISSIMILAR IS I II DE, MATERIALS SHALL MEET THE 5\ 1/8" HEAT STREN'D. GLASS —3/I6" HEAT STREN'0, GLASS .090" Inlerloycr 090" Intorloyer --Bulocite PVB Bulocilo PVO By 'Kuroray Amcr'rca, Inc.' Oy 'Kuroroy Americo, inc: --1/0" IIEAT STREN'D, GLASS -3/16" IIFAT SIREN'D. GLASS SILICONE 1 SILICONE DOW CORNING 899 s 41 DOW CORNING 899 / -04A MYE 'GL 1 i2 / / SETTING CLOCKS AT LAM. GLASS REQO. FOR WIDTHS EXCEEDING 35" ONLY. CLASS. TVPIj_'G2; -1/8" TEMP. CUSS -5/16" AIR SPACE 1/8" HEAT STREN'D. CLASS .090" Inlcrlayut .-.Sallox Door And Color Gloss By 'Eastman Chemical Co.' --I/8" IIEAT STREN'D. CLASS SILICONE �DOW CORNING 899 ('] ASS TYPE 'G3' NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS THESE DOORS ARE RATED FOR LARGE It DOLL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr: JAVAO AMMO CIVIL FLA. PEN 70392 C.A.N. 3530 42015 PRO11UCI' REVISED r anoplyly wIIA De BAD Nadia{ C.M AarpUxe No 13-45CO3. 13 Y,*ylnI4 *Itete,tAr•2eA261? (_LAN N S.- 1114400 LM•r Protect Coated N N 0 ENTRANCE DOOR c 0 •0 V 0 N s • _o• :..5 »LI drowing no. W12-08 (sheet 1 of 9 • • ••• • • • ••• •• •• • • •• • •• •• • • • •• • •. •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• • • • • • • . •• •• • • .•• 5" MAX. HEAD/SILL " CORNERS I 39 3/4' MAX. FRAME WIDTH 12" E. J 0 HEAD SILL /i / ACTIVE \! SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL AAE USED 26 15/16' D.L. OPG. 37-MAX. LEAF WIDTH (X) • • • •• •• • • •• • • • • • •• • • • • • • • • • • • ••• ••• • ••• • • •"' • • • • • • • •HEAD & SILL ANCHORS AT STILE ENDS 12" (4) AT 3" O.C. Al2 • • • . . • • �! HEAD • FTEAD,SJ�L </{, _ �' SILT. ri • • QORNE(TS• J_--L 1____I- •• • • • • •I • —at.... _=="Y i\1.___ \ \ LOGI OPTXNS (11 0R #2 (OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION 0W 0 U DOORS TOAD CAPACITY - PSP SINGLE DOORS (X) 000R 0115. LAMINATED GLASS FRAME LEAF FRAME EXT.(+) TNT.(-) WIDTH WIDTH i HEIGHT 39-3/4' 37" 99" 70.0 75.0 76" MAX. FRAME WIDTH SURFACE APPLIED FALSE MUNTINS OR.. DECORATIVE GRILL MAY BE USED IUACTNE ) ) 26 15/16" 0.L OPG. LOCK OPTIONS r#1 OR g2 \ [(OPTION 2 SlielAVNI SEE SHEET 7. FOR DESCRIPTION \ — ACINE 26 15/16" OPG. 37' MAX. LEAF WIDTH DOORS TOAD CAPACITY - P5F DOUBLE (XX) DOOR DIMS. LAMINATED GLASS FRIME LEAF FRAME EXT.(+) INT.(-) W01H WIDTH HEIGHT 19' 37' 96" 70.0 75.0 GLASS DI D. DIMS D.L.O. HEIGHT = FRAME HEIGHT - 11.125" D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.8136 D.L.O. WIDTH (XX DOORS) a (FRAME WIDTH - 22.1751/2 NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. ga'z Of); N U 5' MAX. HEAD/SILL CORNERS 37 3/16" MAX. _�- FRAME WIDTH 12" MAX. HEAD 1 SILL 0 SURFACE APPLIED FALSE MUHTINS OR DECORATIVE GRILL MAY BE USED NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FIPRIDA BUILDING COMMISSION DECLARATORY STATEMENT DC.OS-DEC-219 II 11 II 11 32 3/4" D.L OPG....--_� (0) STAND ALONE SINGLE SIDEUTE SEE SHEET 3 FOR CAPACITY Env: JAVAD AMMO CAIL FIA PE 41 70592 CAN. 539 P 8 n 0 d 8 h 8 8 PRODUCT' REVISED a complying aids the FAHds «arc Nad4DR Cade 0 u Aeseplaacs No�S"o(>o3�•���3° v P.apkaEM• Dam = 0 4 m o AMR Canted `�- n >; �drawing no. W12-08 (sheet 2 of 9 ) DESIGN IDAD CAPACITY - PSF STAND ALONE SINGLE SIOWIES 0DELRE SIOEUTE ITITI OUT FRAME FRAME REINFORCING WIDTH INCHES HEIGHT INCHES EX1.(1-) TNT.(-) 24 70.0 75.0 30 70.0 75.0 36 82 70.0 75.0 37 70.0 .. _ 75.0.. 42 01.7 60.1 24 70.0 _ 75.0 30 __ 70.0 _ _75.0 _ 36 86 70,0 75.0 37 70.0 75.0 42 81.7 66.1 24 70.0 75.0 30 92 69.8 69.8__- 64.1 36 64.1 37 63.3 63.3 24 83.3 63.3 30 90 57.8 57.9 36 53.1 53.1 37 52.4 52.4 SINGLE SOEUTE WIDTH • . ... . . . ..• .. •. . • .• . .. .. . • • . . •. •. •• •. • . • •. • . •. •... • . • •. •. •. . •• • • • •. .. • • . •. • . ... D0 6.DELIIES 'llTII • GN is CAPACI'1� •PSA • SI OR U latF DO:1S • (SEE0TE am• • 510ELITE 0I0ELIPE• ! • 1TIt/6R7•T • 4iffft 1 FRAME mom FRAME HEIGHT REINFORCING REINFORCING INCHES INCITES EXT.(t) TNT.(-) EXT.(+) TNT.(-) 24 104 i 760 • 70,0. • 754I • 30 sr .0 1 7/0 • /0.00 • 75.. 38 02 7011 1 760 • OA• • IS 37 70/ a-•1 • 7/0 • '86.t--1 /0.00 • 7511 42 61.7 •- 61.7...'...5666. • 24 70.0 75.0 70.0 75.0 30 70.0 75.0 70.0 75.0 30 00 70.0 75.0 70.0 75.0 37 704 75.0 70.0 75.0 - 42 61,7 66.1 61.7 66.1 24 70.0 75.0 70.0 75.0 30 69.6 608 70.0 75.0 36 92 64.1 64.1 70.0 75.0 37 63.3 63.3 70.0 75.0 24 63.3 63.3 70.0 75.0 30 57.8 _ __57.13 __70.0 _- 75.0__ - 36 98 53.1 53.1 70.0 75.0 37 52.4 52.4 70.0 75.0 SIDELITE W10111 REINFORCING AS REQO. SEE CIIN1T 39-3/4" MAX. (SINGLE) 70' MAX. (DOUBLE) 000R FRAME WIDTH . .. • • • •• • • • • • • •• • • • • •• •• NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. ns D O. DIMS 0.1..0. HEIGHT (SIDELITE) FRAME HEIGHT - 1 1.000. 0.L.0. WIDTH (SIOEUTE) m FRAME WIDTH - 4.438" 5" MAX. HEAD/SILL CORNERS CLUSTER OF (4) ANC110R5 AT IIEAD/SILL 148' MAX. TESTED FRAME WIDTH HEAD & SILL ANCHORS AT STILE ENDS (4) AT 3" O.C. 12" MAX. Ip HEAD - ' I I _t ---___- - `j- / / \ \\It ' -741=-=-11 CQ // 1 / ._L 1_- /!//, /, _ '/ i 1"X (OPTION \ i i to 9 0, OP.r10 OR/12 1 '.1 DESCRIFTION SHEET -J ,; / S OWJ) _^::7:=CC:r ii 11 11 __IL____ 1 ,r r (0) D.L CPG.- Q i i i I! i i ACTNE , 1 I-1 1 1"1-1" i---1-1 1-1' '0 SURFACE APPLIED FALSE MUNTINS OR_ DECORATIVE GRILL MAY BE USED 32 3/4" O.L. OPG. SIDELITE FRAME WIDTH MAX. SEE CHART AT LEFT MAX. UNIT TESTED 26 15/16" D.L. OPG. L26 15/16O.L. OPG. 37" Env WIDTH 39 3/4" MAX. (SINGLE) 76 MAX. (DOUBLE) 000R FRAME WIDTH (OXXO) PRODUCE REVISED a. 4o•plyl.8 NBA Tie MAID 11..N.0 Cod. Am/plumN01 O p Boitlnlle. Dote FRAME AREA NOT TO EXCEED 100,72 SQ. FT. PER IBC 2014 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DC05-DEC-219 Enr: JAVAD AHMAD CML PE 11 70592 AN, 3535 042015 0 0 ta o N I 0 V C^_'_ 3 a 65 8 r. E a>; 11 I n o S drawing n0. W12-08 (sheet 3 of 9 • • ••• • • • ••• •• •• • • •• • •• ••• • • • • • • • • • 0 • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• 9/16" MIN. THROW BOLT PENETRATION 1/2' MIN. THROW BOLT PENETRATION EDGE. DIST. EDGE GIST. • • SEE wHicA ATIONS _ FOR SP INC• • .•,••, ••• • • • • • • •LOGE OIST. • •• • yy ! . ,• .. . .V• • • _PROPERLY SECURED • 10Y WOOD RUCK • EDGE DIST. •• • -!•• ••• • . ••• s • • • • , • • 1.• • • dp • ••• %—SEE SH GLAZINGEET OPTI1ONS )1- a) J TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • • • •• TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 2BY WOOD BUCK 0R W000 STRUCTURE SEE NOTE SHEET I TYPICAL ANCIIORS --SEE ELEVATIONS ECU SPACING SHIM SPACE COY OR 28Y W000 BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTIMCON BY 'ELCO' (Fu=177 K51, Fy=155 KSI) INTO 2BY WOOD BUCKS OR W000 STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 18Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HERO) 1-1/4' MIN. EMBED INTO CONC, OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) J114 SMS OR S. DRILLING SCRFWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. INTO METAL STRUCTURES STEEL : 1/8" 160. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/9" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL FDGLJ TANCF INTO CONCRETE AND MASONRY = 2- 1/2" 1AIN. INTO WOOD STRUCTURE m 1 ' MIN. INTO METAL STRICTURE = 3/4' MIN. W000 AT HEAD 011 JAMBS SG =-0.55-MIN. - CONCRETE AT HEAD, SILL OR JAMBS l'e = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'• = 2000 PSI MIN. 1/8") METAL STRUCTURE TYPICAL ANCHORS SEE ELEVAI IONS FON SPACING jI MIAMI-DAOE COUNTY APPROVED 11 CLIPPED MULLION II SEE SEPARATE NRA II IL 0 liar: JAVAD NIUAO CML PC / 70592 5Je 0 N. TYPICAL ANCISORS ---SEE ELEVATIONS FOR SPACING PRODUCE REVISED on complying with ILe FIo la. 4eeani Cod/ Aeeeytaoee No K-0603•17/, >tIcaded DOOR DETAILS ll '_—.'- Z p 0 I- a 0 o O 0T e� CCa 0G 00 .I 0 LL <p 0a102 .1 E. 4Nsoi S _.2 8 8 I }yn1 drawing no. W12-08 (A1eet 4 of 9 ) 1/4" MAX. 1/4" MAX.CONCEALED TLSTL TACC p B I ILEVERS AT STILE FACE SHIM TYPICAL- ANCHORS SCE ELEV. FOR SPACING METAL STRUCTURE SEE SPEC SHEET 4 1/4" MAX.' S1IIfA .' TYPICAL ANCHORS SEE ELEV.' ". FOR SPACING ACTIVE LEAF INACTIVE: LEAF EXTERIOR 0.1.0. 37' MAX. LEAF WIDTH 39 3/4' MAX. SINGLE DOOR FRAME WIDTH CONCEALED FLUSH DOLTS_ LEVERS AT INSIDE FACE OFSTLE D.L-O. LEAF WIDTH 10CK OP11ONJ7 2 POINT LOCK ASSEMBLY. -- TYPICAL ANCHORS • • SEC ELEV. FOR SPACING LOCK OPTIONS 51 OR d2 •(OPTION 2 SHOWN) SEC 511EET 7.1 FOR DESCRIPTION CONCEALED FLUSH BOLTS -LEVERS AT STILE FACE EXTERIOR 76" MAX. DOUBLE 000R FRAME WIDTIII INACTIVE LEAF D.L.O. LEAF WIDTH 4 POINT LOCK ASSEMBLY ACTIVE LEAF' --t- 11.1- ? Irl ((.1.LLf I � L- y -- i I! I `-' is}-- ' �I Y a—AOw � I flI 1Cty�F� EXTERIOR dais.'! JOCK OPTION It • • ••• • • •• •• • • •• • •• • • • • • •• •• •• •• • • • • •• •••• •• • • •• •• • •• • •• ••• • •• • • ••• • • • • .• • • - •• •• •• •• • •• •• • • • • • • • • • • • • • • • • • • • • • • ••• ••• • ••• ••• • •• • • • •• ••• •• • • • • • • • • • • • • • • ••• •• ACTIVE LEAF DOOR DETAILS En9r: JAVA9 MOM CML FIA. PE / 70592 AN, 3536 2015 1/4" MAX. �TC METRE I TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUC IREVISED .* cool.fyln/ wll6 IAe Fln,Ms Down/Cod. Ac5epl.nee No It 01,1 .1 K1n.pd.. U.Ie 3�zo d Itt .(-141/2A dims? PlOrl Pomba Co.lnJ 175 t— N 3(7, 0 c5 Z5. 3Z O'r IJ.I O W vru r 5 5a o� s a drawing no. W12-08 (sheet 5 of 9 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING EDGE MST. , 0 n 4 CLA2I140 OPTIONS / SEE SHEET 1 A EDGE DIST. v r, TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1/4" MAX. S111M TYPICAL ANCIIORS SEE ELEV. FOR SPACING METAL STRUCTURE SEE SPEC SHEET 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX.. EXTERIOR D.L.O. 42" AT OD" TIT. 37" AT DO" IR. MAX. SINGLE SIOELITE WIDTH b12 SIAS AT 5" FROM ENOS-- AND 11' O.C. IAAX. D.L.O. EXTERIOR SIOEUTC WIDTH • ••• • • • ••• •• •• • • •• • •• •• • • • • • • • •• •• • • • •• • • •• •••• •• • • • • • . • • •• • • • • • • • •• •• • • .•• • •• •• •• •• • • • • • . • • • • • • • • 1/4• •+ • • • • • • �.§I11Meev • ••• ••• • IRY WOOD DUCK • • . ',. •• ••• •• • AD • r» . • • i.i • •• • • •• •• • • • •• r CJ REINFORCING AS REOD. SEE SHEET 3 MAX. UNIT FRAME WIDTH TYPICAL ANCHORS SCE ELEV. FOR SPACING IEAF PAOTH 39 3/4" (SINGLE) 76" (DOUBLE) µAX. 000P, FRAME WIDTH PRQI)Uf.1' REVISED er tornplylcs w1114 the Florid. beMNn{Code Aceep(aeee 13 S4dn•ea ale .%1 ZO%.iq hiAclf E1�ir' 1ioAse ewHnl SIDELITE DETAILS Env JAVAD AHMAD MIL FLA. PE 70592 CAN. 3536 4 2015 drowing no. W12-08 (sheet 6 of 9 • • ••• • • •• •• • • •• • •• • • • • • •• •• •• •• • • • • •• •••• •• • • •• • • •• • • • • • • •• • • • • • • • • .• ITEM PARTS REOD. DESCRIPTION •• • • MATEROL. MANN.4SUPPLIP.ji/•REMARKS 1 2 E601 - DOOR FRAME HFADV,L • • s 1°6S • —• E602 - FRAME COVER • • • 86063-+44� • •... Tr - • •• 3 E607 - GOOR FRAME JAMB � • • • • • • 'i0034-�. - •-• � 4 E604 •• SIDEU1E TOP & BOTTOM FRAME 6063-76 • - 9A 5-~ E626 - SIDEUTE 9" BOTTOM FRAME 6063-16 - E6o5 - SIDELITE FRAME JAMB 6063-16 - 6 EGOS - -• • •_� SIDEUTE SUP ON JAMB, -• • • • •606: t • •• • • ! • 7 E007 - LEAF TOP & BOTTOM RAIL• • • • • _. 66061-Teo • • • 7A 8 E625 - LEAF 9' BOTTOM RNL . .__•iT0l-t6• ' • E608 - LEAF W'STRIP ADAPTER • • • • • 606i-T% • • •- • • 0 10 E609 - LEAF HINGE STILE 6003-76 - E610 - LEAF LOCK STILE 6003-T6 - I 1 E611 - LEAF ASTRAGAL STILE 6063-TO - 12 E612 - LEAF AUGNMCNT BRACKET __ 6063-T6 - 13 E613 - LEAF CLAMP 6063-TO 4-1/4" LONG 13A E613 - HINGE OACK-UP PLATE 6063-T6 12' LONG 14 _ 14A 15 ~ E614 - GLAZING BEAD (8/I6" 1AM. GLASS) 6063-T6 - ____E100 E615 - GLAZING DEAD (7/16" LAM. GLASS) 6063-F6 - - GLAZING BEAD (INSUL. GLASS) 6063-T6 - 16 E616 - SNAP COVER 6063-T6 - I7 E613 - BOLT SUPPORT 6003-T6 NOT SHOWN 16 19 - FU-107 AS REOD. 3/ LEAF ODELITE MULLION REINFORCING 6003-76 - BUTT •TINGES ALUMINUM SULLIVAN k ASSOC. 20 101202 - FLUSH BOLT LEVER - _ SULLIVAN & ASSOC. 21 FORD 14SS - CONCEALED FLUSH 130LT ROD ST STEEL SULLIVAN & ASSOC. 22 (I12 SM5 AS REGD. FRAME ASSEMBLY SCREWS - - 23 S12 X 3/4" - BINGE INSTALLATION FASTENERS - FII SINS 24 - - 3/0' DIA. THREADED ROD STEEL - _ 25 26 WI 1323 - PILE W'SIRIPPINO WOOL ULIRAFAB E20818-KN-3020 - BULO WSTRIPPING SANTOPRENE EPDM 27 pp - GAZING BEAD BULO SANIOPRENE ULTRAPAD _E_206 - - CLASS SPACER SILICONE FRANK LOWE RUBBER CO. 29 E622 _ - FLUSH BOLT CUP NYLON - 30 OLBIRC - BLACK BOLT SUPPORT BLOCK POLYETIMENE INTERLOCK 31 DL01W0 - WHITE BOLT SUPPORT BLACK POLYETHYLENE ACME PLASTIC 33 #10 X 3/4" 2/ ADAPTER FH SELF DRILLING SCREWS - - 34 - 2/ L1TE SETTING BLOCK, I/4" X 1/2' X 4' LONG EPDM AT 6' 5ROO EACH END, OUROMETER 6015 35 - 2/ UTE SETTING BLOCK, 1/4" X 3/4' X 4" LONG EPOM AT 6' FROM EACH END, 013ROMETER 60±5 SLANTS; ALL JOINTS AND FRAME CONNECTIONS SCHNEE MOREHEAD JM5504 SEALANT. SEALED WITH Engr: JAVAD AHOAD CML FIA. PE i 70592 C i t1. 3538 14 2015 a t5 PRODUCFREVIS[O v m cuo paying wiM the FlhHJe 2 e c b`KM•L Cod. Ae44141. N6 ISwpfnlle�llele 1,4241l1-.- h P-N M8»T Rid* I•d•CIC• trai ' 9 drawing no. W12-08 sheet 7 of g LOCKS. OPTION B1. ACTIVE I EAF• 4 POINT LOCK ASSEMBLY 0L01-6007 BY 'INTERLOCK USA INC.' (2) LOCKING POINTS ENGAGING Al INACTIVE LEAF AT STRIKE PLATE 1/2" DV, THROW BOLT (I) AT TOP ENGAGING FRAME HEAD AND (1) AT IlOTOOM ENGAGING FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING ROOS LOCK IRANDLE LOCATEO AT 42-1/2" FROM BOTTOM JLNICTNF_ I.FAF• 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' I/O" 01A. THROW DOLTS AT TOP ANO BOTTOM ENGAGING FRAME HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK LOCATED AT 42-1/2" FROM B01 TOM / / / / / HINGES; 3-1/2" X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE PART 9FD-107 BY SULLIVAN & ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4" FROM BOTTOM TOP HINGE AT 11-3/4" FROM TOP CENTER HINGE AT MIDSPAN (38' 0.C. MAX.) HINGES FASTENED WITH .10 X 1` FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB OPTION JO• 11yF LEAP CONVENTIONAL DOOR LOCKSET WITH RNIDLE DELTA 090 BY 'KWIKSF.T" LOCATED AT 39-1/4" FROM 801T0M KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW DOLT LOCATED AT 44-3/4" FROM BOTTOM CONCEM. ED FLUSH BOLTS 8Y 'SULLIVAN & ASSOC.' 1/2' X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO SMILE WITH (2) /8-32 X 1/2' FH MS INACTIVE I EAF• CONCEALED FLUSN BOLTS BY 'SULLNAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HFAO AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) 18-32 X 1/2 FH MS • • ••• • • • ••• •• •• • • •• • •• •• • • • • • • • •• •• • • • •• • • •• •••• •• • •• • • •• •• • • •• • • • • • • • •• •• • • • • • • •• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • .~ •• • • • • • • • • • • • • •• • • • • • •• • • • • • • • • • • •• EApr. JAVAD AMMO CML FM. P 70592 CA 3538 015 • PTOOLIC r REVISED ILA tomplyfali MTh Tee MorMa Aea.eN peccu I5^06D3" t; t.pkro.• Dau4 20119 11461 1Gstrol 8 LL J -J 0 v° °e S N R t- �I drawing no W12-08 (09eel 7.lot 9 ) • • ••• • • • ••• •• •• • • • • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • • • • • • • • • • ••• • • • • ••• 4.000 �{ r•-1.750-."'I - - • • •• • • • • • • 11/ r_ �E.t) Im I i - .519 I -1r-.394 1 130 • DRPORATION T DEVELOPMENT a FAX (305) 2626578J - COMP-ANL\W12-O8 1 � . ---' • • • • • • • • 1 _�-1 .803-.-q••-=Oa5 .803 -• •-_050 .803-••-,045 • • • .625 7 L_. -J z.o6z -J. 4.031 �s" 4.750 � 1 1.047 F^- 1A GLAZING BEAD 5/16" GLASS H 14 GLAZING 7/16' I.047 h•-- BEAD GLASS - t5 GLAZING INSUL. 1.172 ['- BEAD CLASS• • • • • • • • • • • • • • • • • • • DOOR FRAME HEAD/SILL 0 'j' IL 1.50Y'� • • • • • • •• • •• • • • •• �% p �1 aDu1M o 4.00--- _• -..1.507••i �- oado +a ¢ 1 41 LEAF f0P/BOTTOM RAIL .� S 4 ,_ 1.625 1 u) 8g 018 3.719 -•-.078 p Q6ei VP P � �1•?07 L^ _,7 4.781 .._.07N 1.750 lI!.. �fl - 8.250 1IFe..1.500•. I :._I F._ �i V ry g 7.031 1 rr'.312 :CO WINDOW SYSTEMS, 114 N.W. 106 STREt EDLEY, FL. 33176 :L (305) 885-5259 FAX (305) 885- ` (.' LEAF HINGE STILE Gii ,062 ¢ vnartuc r RF.vISEDI es complying with Ih r FlnriAa Uuding Cu.a "' � .1.507 �- '•----_5.344 ._-. / l°/ LEAF W'STRIP ADAPTER Acapteere alk_3 pypy3 .2 1 to, U4 v ". 09a Mum11MM••rlCwMd .- ��_ �- SIDELITE TOP & BOTTOM FRAME 2.081 1.750 j 1.507 .31a2 J -i _-.. 2 I 6 1.750^ I 111 329 .D7D '_ .078' -�-� (i) 9" BOITOM RAIL 12 -•-1.58a �^ 1 B{ wm2 10 c� LEAF LOCK STILE -t.507 LEAF ALIGNMENT BRACKET -.- 750 •- C-- --J 1.812 . �.. ^�- r� .28, (2) FRAME COVER 5.344 -•-j •-.375 f .078 I I_ .050••- 1.197 1.507 I 1.750 2.081 3.719 .078 1.574 7 -'125 3.781 ti L--4.000 -� o 9 'z 9 .154-1-'- --- •I is LEAF CLAMP -1 n n STILE HINGE BACK-UP PLATE _ is SNAP COVER LEAF ASTRAGAL 9 000 "1.00e - 825 -1.SOOi -.719 8.281 7.250^_ -•719 /8 SIDELITE MULLION REINFORCING L " E c .e o g a m e _. Al 4.000 ---'( 4.000 ,078^ I - ]l.625 +� 4.188 Fogg JAVAO AMC CIVIL M. PEA 70592 CAN. ]978 :I,u i o } 3 n SI i o 5 S l' 5 .078-2.097 1, 11 I .078- •- 019 2011� drawing no. ,.010-^1 W12-08 4A C3) 000R FRAME JAMB Csl SIDELITE FRAME JAMB SIDELITE 9" BOTTOM FRAME C.) SIDELITE SLIP ON JAMB (sheet 8 of 9, SIDF.IITF FRAME CORNER LEAF CORNFR • • ••• • • • ..• •• •• • • • •. •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• Engr. i VVNMIlNiMAO FIA i�/ 70592 CAJ. 353e pRODUcrREVISED Iysooptylns *lib the Florid,. big188 Co* Aeeepri*V NO is a& 3.13 gqlreYKWe 3 7.4tr9 m N m m W w IDL4ro 00o Z I,,, p7-. Lu oI: v < R o k drowing no. W12-08 (sheat 9 or g) ` S1/ Lj ( 4 16 S DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AFIJ (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 AI-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. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.m is midade.Qov/economy • • RENEWAL of this NOA shall be considered after a renewal application has beeesr.ii4et and tjrere jigs been • • no change in the applicable building code negatively affecting the performance of thjg product.. TERMINATION of this NOA will occur after the expiration date or if there has•lteett a revision •or chant....'I in the materials, use, and/ or manufacture of the product or process. Misuse of third fA as an enaansernent • of any product, for sales, advertising or any other purposes shall automatically terminate this I'(3A4 Failure•; • . • to comply with any section of this NOA shall be cause for termination and removat Qf NOA. • ADVERTISEMENT: The NOA number preceded by the words Miami--Dado :Aunty, Florida, and followed by the expiration date may be displayed in advertising literature. If ally portion oft bJOA r� . . . displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provide distributors and shall be available for inspection at the job site : t t f This NOA revises NOA No. 14-0317.02 and consists of thi - ; . _ = as approval document mentioned above. The submitted documentation was reviewed by Ma u Pe I '� 1 MIAMI•DADE COUNTY APPROVED . . . .. . • • • • • .• o the user by the manut'dctr fei: or its request of the Building Official. d evidence pages E-1 and E-2, as well NOA No. 15.0406.12 Expiration Date: April 08, 2019' Approval Date: July 02, 2015 Page 1 . Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0224.07 and previous NOA No14-0317.02) 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 AI-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 106-1/2" wide x 76" high•ECQ-Guadt aluminum single hung window, prepared by Hurricane Engineering & •Testlug Inc. • Test Report No. HETI-08-2166C, dated 12/ 15/09, signed and Steed by Candido F. Font, P.E. (Submitted under Mil No. 0A24.07,1 • 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • • • • • . • .' 2) Uniform Static Air Pressure Test, Loading pettFBC, TA4S•?Q?-94 • 3) Water Resistance Test, per FBC, TAS 202-94 • • • 4) Forced Entry Test, per FBC 2411 3.2.1 and 1Ab"202-94 • • • along with installation diagram of a 53 1/4" wide x 76" high ECO-C=uard S8tI tT00 aluminum single hung window, prepared by Hurricane Engineetiieg & Testingly. • • Test Report No. HETI-08-2168, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.07) Ma ' e ez, P.E. Product Co ro xaminer 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 AI-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-51' 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 1 y Jaime Gascon, P.E., Product Control Section Supervisor. • •• ••• . (Submitted under previous NOA No. 14-0317.02) •• •• • • 4. Laboratory compliance letters for Test Reports No. HETI-08-11UX, • HETI.08-2166C, HETI-08-2168 and HETI-08-2170, all •iissued by. •Iurricane • Engineering and Testing, Inc., dated 12/29/10, signed and sea ed•by Candfde•F. Font;:. P.E. (Submitted under NOA No. 09-0224.07) . . .. •• • • • • • • • • G. OTHERS • 1. Notice of Acceptance No. 14-0317.02, issued to Eco Window fiy'stams, LI✓f; f2r their Series "Eco-Guard 100" Aluminum Single Hung Window - L.M.I., appro'ed on 04/10/14 and expiring on 04/08/19. Manuel ' P.E. Product Contri iner NOA No. 1-0406.12 Expiration Date: April 08, 2019 Approval Date: July 02, 2015 E-2 • • 53 1/8" WINDOW WIDTH 47 3/8" 8" MAX. HEAD CORNERS O.L.O. (FIX. LITE) 12" MAX. HEAD i0 ' U b ECO-GUARD SERIES-100 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 0 II II II �1 II ?1/ J1 - 11 �8 u n l3) 11 n n J C 3/ 11 SWEEP LATCHES — AT 12-1/2' FROM ENDS TYP. N4 FALSE MUNTINS (SURFACE APPLIED) OPTIONAL •• ••• • • • • • •• THIS PRODUCT HAS BEEN DESIGNED AND TESTED•TO COMPL' WI11 TIME REQUIREMENTS OF THE FLORIDA BUILDING CODE !lCLUOING HIGH VOL•CIT► • • • • HURRICANE ZONE (HVHZ). • • • • • • • • • • • • • • • • WOOD BUCKS BY OTHERS, MUST BE ANCHORED *1 PERM'K• TRAYBfER • • • • • LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SIiQIIlli IN T EtE DETAIL; %RE• • • NOT PART OF THIS APPROVAL. • • • • • • A LOAD DURATION INCREASE IS USED IN DESIA:OF AQCCiORS INT:WOO: 00I.Y.• ALL SHIMS TO BE HIGH IMPACT, NON-METALW AND N•N-COMPRE!SIBLE. • ••• ••• • • • • • • •• •• • • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,'THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NO ANCHORS AT SILL 47 3/8" O.L.O. (VENT) 50 3/18" VENT WIDTH EQUAL LITES iag 53 1/8" 6` MAX. HEAD CORNERS FALSE MUNTINS� (SURFACE APPLIED) OPTIONAL SPRING LOADED LATCHES AT 7' FROM ENOS OPTIONAL TO SWEEP LATCHES TYP. TYPICAL ELEVATION$ TESTED UNITS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. PRODUCT REVISED m complyloy with the Plodde Acceingptance Cods de- O 2 irallon Dec Mira) Dade Produc! Coolie WINDOW WIDTH 47 3/8" D.L.O. (FIX. LITE) 12' MAX. 3 O HEAD _. 1 I I i ___L____f==_ 3 II II II I; II li I, i� C f, 3 II II II it NO ANCHORS AT 47 3/8" SILL D.L.O. (VENT) 50 3/16" VENT WIDTH UNEQUAL LITES (ORIEL TYPE) Engn JAVAD ANMAD CML FLA. PE 70592 CA.N. U .2920 5 io m iT1 AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE f MIAMI, FLORIDA 33174 TEL (305) 2545500 FAX (305) 2626978 -I( COMP-ANL\W09-08EC0) • 3 4 8 t3 g a vi O 0 0 n 0 a g r vo 1 ni 0 c 0 drawing no. W09-08 sheet i of 6 ' EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSP GLASS TYPES FLANGE DIMS. A', 'B & 'C' W10TH HEIGHT EXT.(+) 1NT.(-) 19-1/8' 75.0 90.0 24' 75.0 90.0 26-1/2' 75.0 90.0 32' 26" 75.0 90.0 37' (3) 75.0 90.0 40' 75.0 90.0 48' 75.0 90.0 53-1/8' 75.0 90.0 19-1/8" 75.0 90.0 24' 75.0 90.0 26-1/2' 75.0 90.0 32' 38-3/8" 75.0 90.0 37' (4) 75.0 90.0 40' 75.0 90.0 48' 75.0 90.0 53-1/8' 75.0 90.0 19-1/8' 75.0 90.0 24' 75.0 90.0 28-1/2" 75.0 90.0 32' S0-5/8" 75.0 90.0 37" (5) 75.0 90.0 40' 75.0 90.0 48' 75.0 90.0 53-1/8" 75.0 90.0 19-1/8' 75.0 90.0 24' 75.0 , 90.0 26-1/2" 75.0 90.0 32" 63" 75.0 90.0 37' (6) 75.0 90.0 40' 75.0 90.0 48' 75.0 90.0 53-1/8' 75.0 90.0 19-1/8' 75.0 90.0 24' 75.0 90.0 26-1/2' 75.0 90.0 32' 76" 75.0 90.0 37' (7) 75.0 90.0 40' 75.0 90.0 48' 75.0 90,0 53-1/8" 75.0 90.0 WIDTH 0 x EQUAL LITES 1/8' HEAT STREN'0. GLASS 090" Intel -layer DuPont 8utacite PVB By 'Kuraroy Americo, Inc.' 1/8' HEAT STREW°. GLASS SILICONE DOW 899 1 • • c2 • IL !! . L ,,!:� O AT 1`4 OINTS ON LITES •••WIDERtR.N �6•�NLY •• :• • • :GL4 ,I,YIE 1 • • • NOTE: • •• •• •• •• • i• GLASS CAPACITIES ON THIS SHEET ARE • • • • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 ••• • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF GLASS TYPE GLASS TYPES FLANGE DIMS. 'A' B' at 'C' WIDTH ' HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 19-1/8" 75.0 90.0 75.0 90.0 24" 75.0 90.0 75.0 90.0 26-1/2" 75.0 90.0 75.0 90.0 32' 50-5/8" 75.0 90.0 75.0 90.0 37' (5) 75.0 90.0 75.0 90.0 40" 75.0 90.0 75.0 90.0 48" 75.0 90.0 75.0 90.0 53-1/8" 75.0 90.0 75.0 90.0 19-1/8" 75.0 90.0 75,0 90.0 24' 75.0 90.0 75.0 90.0 26-1/2' 75.0 90.0 75.0 90.0 32' 63" 75.0 90.0 75.0 90.0 37" (6) 75.0 90.0 75.0 90.0 f407%' "75.0 -90.0- -75.0 90.0 I ---- .--^• 75.0 90.0 -_48-J 53-1/8" - - ' 75.0 - -90.0 19-1/8" 75.0 90.0 75.0 90.0 24' _ 75.0 90.0 75.0 90.0 26-1/2" 75.0 90.0 75.0 90.0 32" 76" 75,0 90.0 75.0 90.0 37' (7) - - 75.0 90.0 40' - - 75.0 90.0 48' - - 75.0 90.0 53-1/8' - - 75.0 90.0 3/16" HEAT STREN'D. GLASS .090' Interlayer DuPont Butoclte PVB By Kuraroy Amerco, Inc.' 3/16" HEAT STREN'D. GLASS i 00 S • • •• •• m I • • • •... ••� .I�r cr,., co AT 1/4 POINTS ON UTES • • • ehAT DER THAN 36" ONLY • GLASS TYPE "B' • GLAZING SIUCONE DOW 899 • • • • •• •• OPTIONS m 0. cc O S U z O d z ti • 1) S WIDTH // UNEQUAL LITES (ORIEL TYPE) TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. rn 1/8' HEAT STREN'D. GLASS 5/16" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Inlerloyer DuPont Butoclte PV8 By 'Kuraroy Americo, Inc.' PRODUCT REVISED as complying with the Florida Butldles Code G Acaptenco No •7 oa Dalc By .d1 1/8" HEAT STREN'D. GLASS SILICONE COW 899 AT 1/4 POINTS ALL SIZES GLASS TYPE "C' SETTING BLOCKS AT LAM. GLASS AND INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS Engr: JAVAO AHMAO CML fLA. PE / 70592 C.A.N. 36 r1015 ECO-GUARD SERIES-100 ALUM S.H. WOW. (LM.I.) 0 0 n 44 0 2 3 J1 0 0 5 0 drawing no. W09-08 sheet 2 of 6 1BY WOOD BUCK ya TYPICAL ANCHORS SEE ELEV. FOR SPACING OPTIONAL TO BOTTOM LATCH • • • e • • • • • • !__IL • • • • • •• • • • •• • • • •• •�� •• • • • • • • ' _I• E • ..." .• • • �Y • • • •• • • • • • • • • • • • • • • • •• •• • • •-- • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • 0 • 090 • • TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING MIAMI-DADE COUNTY APPROVED MULLION S MULUON ANCHORS SEE SEPARATE NOA EDGE DIST. I !F� 1 li TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE, TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 951) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/2" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) "14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES STEEL : 1/8" GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. W000 AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 P51 MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS f'm - 2000 PSI MIN. PRODUCT RHYMED b complying with the Ptodd& Building Codo AcgcpOence No DM gel S LAN ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER, Engr. JAVAD MIMAD COAL FIA. PE 170592 C.A.N. 3538 COMP -ANL\W09-08E c 0 c m 3 UPDATED i0 2014 MC 8 t5 a 0 0 .0 0 0 c 64 b 8 1 drawing no. W09-08 (sheet 3 of 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM MIAMI-OADE COUNTY APPROVED MULLION SEE SEPARATE NOA WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING VENT WIDTH WINDOW WIDTH •-• • w • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 19A 20 20A 21 22 24 FY104 FY105 FY114 FY107 FY108 FY109 FY110 FYI16 SL203P /8 X 5/6" 18 X 3/8" E207 E203 W23181 FYI17 16 X 3/8" j8 X 5/8" 1/4" MAX. SHIMS REDD. DESCRIPTION 1 2 AS ROD AS ROD AS RQD 2/VENT 2/VENT 1/ LATCH 2/VENT 2/ LATCH AS READ. 2/ VENT AS REOD. AS READ. AS READ. 4/ VENT 1/ GUIDE 2/VENT I/ BALANCE AS REOD. 1 1 1/2" CONC. 1/4" MASONRY . A FRAME HEAD FRAME SILL FRAME JAMB FIXED MTG. RAIL VENT TOP RAIL VENT BOTTOM RAIL VENT SIDE RAIL GLAZING BEAD (5/16" LAM. GLASS) GLAZING BEAD (7/18" LAM. GLASS) GLAZING BEAD (INSUL. LAN. GLASS) SASH STOP SPRING LOADED LATCH, AT 7" FROM ENDS LATCH SPRING SWEEP LATCH, AT 12-1/2" FROM ENDS LATCH INST. SCREWS SETTING BLOCK FRAME & VENT ASSEMBLY SCREWS BOTTOM RAIL ASSEMBLY SCREWS BOTTOM RAIL SEAL - SERIES 101 GLAZING BEAD BULB FIN SEAL W'STRIPPING SASH GUIDE SASH GUIDE INST. SCREW BALANCE INST. SCREW GLASS SPACER 5/16" BOX SCREEN FLUSH FRAME ADAPTER - INSUL. GLASS EDGE 1BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING nu))ua., nayioED ucamplylodtW114'tha- .[+ Fields J Aooeptanco No E'wiWLta Date%n.19 By nuiir us. / Miem 0 0 SPACER MANF./SUPPLIER/REMARKS SULUVAN & ASSOC. DUROMETER 80±5 SHORE PH SMS PH SMS ULTRAFAB ULTRAFAB ULTRAFAB M&M PLASTICS OH SMS TYPE 8 SUPERBOGST BY B51 P FH SMS FRANK LOWE OPTIONAL OPTIONAL CARDINAL XL METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING El MATERIAL 6063-T6 6063-T6 6063-76 6063-T6 6063-T6 6063-T6 6063-TB 6063-76 6063-T6 6063-T6 6063-T5 6063-T8 ST. STEEL ST. STEEL EPDM CRS NEOPRENE SANTOPRENE CELCON CRS SIUCONE 6063-T6 ST. STEEL 1/4" MAX. SHIM Engr: JAVAD AHMAU CND. FLA. PE Y 70592 CAN. 3SD8 015 6 8 6 s 8 3 8 8 S 0 n v c drawing no. W09-08 - Bh6at 4of 6 0 ALT. ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING •• ••• • • • • • • • • rs •• • • .. • • • r•. • • • • • • •• ••• • ••• ••• • • • • • • • • • • v A • • • • • • •• • • •• •• • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE MIAMI—DADE COUNTY APPROVED MULUON & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MM. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 I I4• MASONRY .4 • INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER PRODUCT REVISED as emptying wll the Florida Building Code Acc0Ptwlw No Detc By Pt Engr. JAVAD AHMAD CIVIL FLA. PE 170592 CA.N. 3538 0 L,oc s 4 8 0 • drawing no. W09-08 sheet 5 of 6 .. • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • w 0 2.750 —.062 .813 O 1.375 2.812 FRAME HEAD 1.422 ® FIX. MEETING RAIL — 1.340 .750 1.150 LJVLJ_.062 2.0f 163 [1.1401 05 VENT TOP RAIL O Fes— 1.281-1 FRAME JAMB Oi VENT SIDE RAIL .394� —j �.130 IncT .803 .045 1.047 GLAZING BEADS 1.929 2.027 fsr—' .062 2.773 1.750 O VENT BOTTOM RAIL 11 SPRING LOADED LATCH 2.974 .062 3.002 .874 .500 2.750 FRAME SILL •• • • • • • • • • •• • • • ' OOOOOO • • • • • • • • •• • • • •• • • • •• 2.688 • • • • •t• • .62 . • • .500 .69: • • 2.611 23 F t S� FAME ADAPTER • • • ••• • • • • • • • • • • • .• .. • • • • • • • • • • • • • • • • • • • • • • •• •• •• • • • •• •• •• • • • • • • • • FRAME CORNERS DETAIL, PRODUCT RBV ISBD as complying with the Plorida Building Code A Acceptance No—� Dale YFNT f RNFQJ TAII Eng, JAVAD AMMO CML MC. .a.NPE. 8 7059236 2,.8'2015 0 w o a. 0 J Vf ti 53 8 0 O C 0 0 8 2 6 0 0 0 0 8 91 8 0 S e • 8 drawing no. W09-08 sheet 6of 6 LY2 inn a") DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the HightVelocity Hurricane Zone. DESCRIPTION: -Series "Eco-Guard.550"'Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W11-10, titled "S-550 Aluminum Fixed Window (L.M.L)", sheets 1 through 6 of 6, dated 02/28/11, with revision D 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. MIAMI—DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.m iamidade.aov/eeonomv CMISSILE IMPACT -RATING: Large and Small Missile`Impact`Resi'stant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwiss•rroted herein. . . . RENEWAL of this NOA shall be considered after a renewal application has been fds4 wd there: £ias Veen no change in the applicable building code negatively affecting the performance of thisptedeet. TERMINATION of this NOA will occur after the expiration date or if there has be a revision ar ciiaage in the materials, use, and/ or manufacture of the product or process. Misuse of this.NN4,san en�orsejnent of any product, for sales, advertising or any other purposes shall automatically termiwittals NOZ?.?tfIftlre to comply with any section of this NOA shall be cause for termination and removal ofeNQA.. • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade •County, Fi r 4a end followed by the expiration date may be displayed in advertising literature. If any ;WA! of thesNOA is displayed, then it shall be done in its entirety. . . . INSPECTION: A copy of this entire NOA shall be provided to the u r by the manufacturer or its distributors and shall be available for inspection at the job site at the r. qu st • the Building Official. This NOA revises and renews NOA No. 13-0206.08 and consists i i'pa1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Per M1AMI-DADE COUNTY APPROVED I•NOA-No: 15-0406.11) Expiration Date: May 05, 2021P Approval Date: -July 02, 20151 Page 1. Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0309.07) 2. Drawing No. W11-10, titled "S-550 Aluminum Fixed Window (L.M.I.)", sheets 1 through 6 of 6, dated 02/28/11, with revision D dated 06/23/15, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Engineering and Testing, Inc., Test Report No. HETI-10-3145, dated 12/29/10, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.07) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Engineering and Testing, Inc., Test Reports No. HETI-10-3146, HETI-10-3147 and HETI-10-3149, all dated 12/29/10, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.07)• • • 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading pe .I Bt TAS Q 94 along with marked --up, drawings and installation diagram of •1 •aluminum fixed window, prepared by Hurricane Engineering and Testing, Inc., T e§f report No. • • HETI-10-3148, dated 12/29/10, signed and sealed by Candido F.XQt, P.E.• • • • • • (Submitted under NOA No.11-0309.07) • • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, com..piying wit•EBE 5th • Edition (2014), prepared by A1-Farooq Corporation, dated 03127/15 and .46/23/15, . . 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-1 . . . .. • Manue ez, P.E. Product Conti xaminer NOA No. 15-0406.11 Expiration Date: May 05, 2021 Approval Date: July 02, 2015 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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-5th 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 Reports No. HETI-10.3145, HETI-10-3146, HETI.10.3147, HETI-10-3148 and HETI-10-3149, all issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.07) G. OTHERS 1. Notice of Acceptance No. 13-0206.08, issued to Eco Window Systems, LLC for their Series "Eco-Guard 550" Aluminum Fixed Window - L.M.I., approved on 05/02/13 and expiring on 05/05/16. • • • • . ... . • • • • • . . .... .... . . . .... .... • . • . .... • . • . . • • • . . • . .. . .... • . . Maiue1P P.E. Product Contra miner NOA No. 15-0406.11 Expiration Date: May 05, 2021 Approval Date: July 02, 2015 E-2 . • . . • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • FALSE MUNTWS (SURFACE APPUEO) MAY OE USED WINDOW MOTH D.L. OPG, 70 WINDOW HEIGHT 0 0 �i II ===-Jt== 3 I 10 1/2" MAX. HEAD SILL TYPICAL ELEVATION 1/8" HEAT STREN'D. GLASS 090" Inlerloyer DuPont Bulacite PVB By 'Kuroroy Americo. Inc.' 1/8" HEAT STREN'0. GLASS SILICONE DOW CORNING 899 AT 1/4 POINTS ON UTES WIDER THAN 36" ONLY GLASS TYPE 'A' a 6" MAX. HEAD/SILL CORNERS 1/8" TEMP. GLASS 3/8" AIR SPACE 1/8" HEAT STREN'D. CLASS 090" Inlerloyer DuPont Butacite PVB By 'Kuroroy Americo. Inc. —1/8" HEAT STREN'D. GLASS I SILICONE DOW CORNING 899 AT 1/4 POINTS ALL SIZES GLASS TYPE 'AA' — GLAZING OPTION$ • • • • • • • •• •• • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSII.E IMPACT. SHUTTERS ARE NOT REQUIRED. •• • • • •• • • • •• • • • • • • ; $Cc ,GUI) SERFS-550 •• • • • • • •ALL:M1:VUgt• FIXFp•WINDOW •• DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. 0R FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL 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 HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SIIALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE 15 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. 3/16" HEAT STREN'D. GLASS 090" Inlerloyer DuPont Butocite PVB By 'Kuroroy Americo, -3/16" HEAT STREND. GLASS SIUCONE DOW CORNING 899 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE 'p' PRODUCT REVISED as complying with the Florida Building Coda AcceptuocoNo Mad Dam Ptoduol • pool SETTING BLOCKS AT LAM. GLASS AND INSUL. LAM. CLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS Eng,: JAVAD M1L490 CML RA PE / 70392 CAN. 36 23201! /40 a''"V drawing no. W11-10 [heel 1 of 6 ) • • • ••• • • • ••• •• •• • •• • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW DIMS. CLASS TYPE 'A' GLASS TYPE 'AA' GLASS TYPE 'D' WINDOW DIMS. GLASS TYPE 'A CLASS TYPE 'AA' CLASS TYPE '8' WIDTH (W) LENGTH (L) EXT.(+) INT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT,(-) WIDTII (W) LENGTH (L) EXT,(+) 1NT.(-) EXT.(+) 1NT.(•) EX•'l +) 1NT•.f-15 • 75Q 30" J �36" 42" 48" 54" 60" 66" 1+ ` Y48" - 70.0 75.0 1 70.0 75.00 70.0 7575.026-1/2" 32" 37' 42" 48" 53-1/8" 56" 60" 63" 50-5/8 70.0 75.0 70.0 7�G� 7f� 70.0'� ' 75.0 - 70.0 75.0 70.0 75.D 70.0 75.0 70.0 75.0• 70h 7540 61.7 66,1 70.0 75.0 70.0 75.0 70.0 75.0 70.0 7 0 j• 75.0• 54.0 57.8 70.0 75.0 70.0 75.0 61.7 68.1 70.0 75.0 70.0 75,0 54.0 57,8 70.0 75.0 70,0 75.0 54.0 57.8 70.0 75,0 70.0 75.0 - - 70.0 75.0 70.0 75.0 51.2 54,8 70.0 ' 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 •• • 70.04. • •- • 756F 30" 35" 42" 48" 54" 60" 66" 54" 70.0 75.0 70.0 75.0 70.0 75.0 - - 70,0 75.0 •--�700 • 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 W 0• ....4 •75i1 61.7 56.1 70.0 75.0 70.0 75.0 26-1/2" 32' 37" 42" 48" 53-1/8" 56" 60" 63" GJ 70.0 75.0 70.0 75.0 170,01 •75.0• 54.0 57.8 70.0 75.0 70.0 75.0 70,0 75.0 70.0 75.0 70,0 75.0 - - 58.9 73.8 68.9 73.8 70.0 75.0 70.0 1 75.0 70.0 75.0 - - 68.9 71.8 68.9 73.8 81.7 65.1 70.0 75,0 _ 70,0 75.0 - - 68.9 73.8 68.9 73.8 - - 70,0 . 75.0 70,0 75.0 30"•• 36" 42" 48" 54" 60" 66" 60' 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 _ 75,0 70.0 75.0 70,0 75,0 70.0 75.0 70.0 75.0 - - 66,4 71,1 66.4 71,1 81,7 66.1 70.0 75.0 70.0 75.0 - - 62.0 66.4 62.0 66.4 - - 70.0 75.0 70.0 75.0 - - 59.0 63.2 59.0 63.2 - - 68.9 73.8 68.9 73,8 26-1/2' 32" 37" 42" • 48' 53-1/8' 76" 70.0 75.0 70.0 75.0 70.0 75.0 - - 62.0 66.4 62.0 66.4 70.0 75.0 70.0 75.0 70.0 75.0 - - 62.0 66.4 62,0 66.4 70.0 75.0 70.0 /5,0 70.0 75,0 30" 36" 42" 48" 54" 60" 66" 70.0 75,0 70.0 75.0 70.0 75.0 - 70.0 75.0 70.0 75.0 70,0 75.0 70.0 75,0 70.0 75.0 - - 70.0 75.0 70.0 75.0 61.7 66.1 70.0 75.0 70.0 75.0 - - 70.0 75,0 70,0 75.0 - - 70.0 75.0 70.0 75.0 26-1/2' 32" 37' 42" 48" 80" 70.0 75.0 70.0 75.0 70,0 75.0 - - 68.9 73.8 68.9 73.8 70.0 75.0 70.0 75.0 70.0 75.0 - - 62.0 - 86.4 62,0 66.4 - - 70.0 75.0 70.0 75.0 30" 35" 42" 48" 54" 72" 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 26-1/2" 32' 37' 42' 48" 84" 70.0 75.0 70.0 75.0 70.0 75,0 - - 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 - - 68.9 73.8 68.9 73.8 - - 70.0 75,0 _ 70.0 75,0 30" 36" 42" AB" 78" 70.0 75.0 70.0 75,0 70.0 75.0 - - 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 26-1/2' 31" 37' 42" 90' 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 3D' 36" 42" 48" 94" 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75,0 70.0 75.0 - - 70 0 75,0 70.0 75.0 - - 70.0 75.0 70.0 75,0 - - 70.0 75.0 70.0 75,0 28-1/2" 32" 37" 42" 96" 70,0 75,0 70,0 75,0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75,0 70.0 75.0 30" 36" 42" 90" 70.0 75.0 70.0 75,0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70,0 75.0 - - 70,0 75.0 70,0 75,0 - - . 70.0 75.0 70.0 75,0 30" 36" 42" 96" - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70,0 75.0 - - 70.0 75.0 70,0 75.0 • • •• •• •• • • • • •• • • • • • • • • ••• ••• • •• ••• • • • • • •• •• • • • • • • W ••• •• NOTE: WIDTH AND LENGTH DIMENSIONS CAN 8E ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). PRODUCT REVISED M complying with the Florida I4ulldIn6Coda G Acceplonco No 7 Motion !Mc 8Y ads Product C Env JAVAD AHMAO CML M PE Y 70592 CA.N. 3538 UN L 3 2015 b.di Zo2 d. r- U z g6a 0� v V 1 '.4I 0 W {4 O 6.4 o41;3, 0 Vl� Q OTP Ili 1! 0 vo `g R e a<o, 72. 7 drawing no. W11-10 sheet 2 of 6 IDY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING EDCC£<DIST. U' EXTERIOR a 9 " G \ 2 .8 i s EDGE DIST. 5 3 TYPICAL ANCHORS SEE EICV. FOR SPACING METAL STRUCTURE • EDGE DIST. 5 V TYPICAL ANCIIORS SEE ELEV. FOR SPACING • • ••• • • • • • • •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • • •••• •• • • •• • • •• •• • •• •• • • • • • • •• •• • • • • • • IAMI-AD6 COUNTY •PPRO ED ULLION 4 MU•LION ONCHORS EE SEPARATE 010A • (DGE DIST. • • • • •• • •• • • • • • • • • • •• • • • • •• • • • • • • • • • • •• TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUSK SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER TIIEM TO THE BUILDING STRUCTURE. EDGE DIST. 1BY WOOD BUCK PRODUCT REVISED _AT compiyhlg wllh the Florida TYPICAL ANCHOR��lilding Code _ SEE ELEV. Acceptance No FOR SPACING ration Dale Hy MI. I lr c Ptoducl C TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL. ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu6177 KSI, Fy..155 K51) INTO 2BY WOOD BUCKS OR W000 STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. Oft MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) #14 SMS OR SELF ORILLING SCREWS (GIAOC 2 Cas) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 112 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. W000 AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Pc = 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS Pm - 2000 PSI MIN. Engr: JAVAD AMMO CML FLA. PE r 70592 CA.N. p538 JUN23MI5 9,01 gPigl c 0 G O � < m u o gg drawing no. w11-10 sheet 3 of 6 I/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV, FOR SPACING STRUCTURE METAL EXTERIOR D.L OPG. WINDOW WIDTH MIAMI—OAOE COUNTY APPROVED MULLION — SEE SEPARATE NOA WINDOW WIOTII • • ••• • • • ••• •• •• •• • • •• • •• • • • • • • •• •• •• ••• • • •• • • •• •••• •• • • •• • • •• •• • •• •• • • • ••• • •• • • • ••• TYPICAL ANCHORS v,o SEE ELEV. • •e • TEli SPAGIN6 • • • • • • • • • • • • •,L • • —. _f—_• • • • • p• • • • • • • •1l•4.4, • • • ••• a Li 0 _TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS —SEE ELEV. FOR SPACING —�� PRODUCT REVISED as complying with the Florida EXTERIOR Building Code r- 0�ni1.O6 WINDOW WIDTH Acceptance No 7 'T • Ex ado Dotc Zo2s, Uy ,,y ludo Pr at Conuo� Cam' L1 JUN 2 3 zoi • • ••• • • • ••• •• •• • • •• • •• •• •• • •• . • •• • •• • • • •• • • • •• • ••• • • • •• • •• •• •• • •• •• • • • ••• • • • • • ••• EDGE DIST. ' ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE EDGE DIST. IYPICAL ANCHORS -SEE ELEV. FOR SPACING • • •et •• • • • • • ••• •• MIAMI-JADE• CO•NfY APPROVED' Mi/LU�I Aa►MULLMN AN•HORS• SEE 5F?AR•TE N011 • • • • EDGE • • • L• OIST.• • TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 u w • INSTALLATION DETAILS WITII FLUSII FRAME ADAPTER ALT. PRODUCE REVISED to complying with the Florida DundingCodo Acceptance No 'on Date BY fi lode Pcoduot mt ml Engr. JAVAO AMMO CML FLA. PE f 70507 CAN. 538 JU /3 2015 06.'11, /Zo2l J z I FAX (305) 885-5902 .o 0 cc • • 9 drawing no. W11-10 sheet 5_al. j • • ••• • • • • • • •• •• • • • •• •• • • • • • • • • •• • • • •• • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • 3.001 2.750 3.094 .719 1.644 --i 062 TYP. .500 2.578 V FRAME HEAD/SILL/JAMB .050 .452 SNAP COVER O GLAZING BEAD (7/16" LAM. CLASS) .8003 .045 M-1.172J 04 GLAZING BEAD (INSUL. LAM. CLASS) Q FLUSH FRAME ADAPTER 519 .8013 .045 1.047 0 GLAZING BEAD (5/16" LAM. GLASS) 1.750 1.750 .493 .493 CORNER KEY ITEM PART N QUANTITY DESCRIPTION MATERIAL. MANF./SUPPLIER/REMAR%S 1 --2.-•--TO 3 L503 4 ! FRAME HEAD/51 /JAMB • • 6063-T6 - • FY109 • •5 COVER • • • 6063-T6 - R OWING BEAD (7/16' CLASS) 6063-T6 - 3A _Ai• 4 • E5� RE AS G LNG DEAD ( SUL. M. jLA55) 6063-T6 %lift AS WOO. SWING BEAEM(W." LAMB GLASS) 6063-T6 - #10 % 1-1/4" 3/ CORNER ASSEMBLY SCREWS - - E203 AS REOD. GLAZING BEAD BULB, DUROMETER 65 SANTOPRENE ULTRAFAD 6 PSJ40-,,SS 2/ CORNER FRAME CORNER KEY • • • ST. STEEL - 7 8 • _-Scy • i V120• • 8 _ _• taw SPACER - W8' HIGH SILICONE FRANK LOWE A9♦RE11•. LIMA FF#4 MAPLE, 6063-T6 OPTIONAL 9 _: :_�AS•RE ETII C gOCN, 3/16' 3/4" % 4' LONG EPOM DUROMETER 80*5 SHORE A 10 I • • - • • 1 IISUI• GLASS 11DGC•6.10ER ST. STEEL CARDINAL %L FRAME CORNER SEALANT; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE-MOREHEAD SM5504 SEAM SEALER. PRODUCT REVISRD es complying with tho Florida Building Coda S. _ Acceptanco No, RAphatlar Daly By N Engr: JAVAD AHMAD CM. FLA. PE / 70592 C.A.N, 6538 06.11. eozd. w 0 a 0 0 c drowing no. W11-10 (sheet 6 of 6 ) MIAMFDADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) DAB Door Company, Inc. 12195 NW 98th Avenue Hialeah Gardens, FL 33018 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: 'Hurricane Mater Mode1'824/811 St l Sectional'GarageDoor up to w/ Window Lite Option (DP +48.0, -52.0 PSF) APPROVAL DOCUMENT: Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 02/23/1998, with last revision L dated 03/05/2015, sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control renewal 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 ImpactResistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model/series number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel.• • • RENEWAL of this NOA shall be considered after a renewal application has been filed axcl there has been so 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 entlpise ent of erg Product, fob • • sales, advertising or any other purposes shall automatically terminate this NOA. Failure tggq,qpily withny section or• • • this NOA shall be cause for termination and removal of NOA. • • • •• • • • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.mia midade.aov/economy ADVERTISEMENT: The NOA number preceded by the words Miami -Dade CountrFlpi la, and followed by the . • expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, the it shall be dexa • :. in. • • its entirety. . . •• INSPECTION: A copy of this entire NOA shall be provided to the user by ;, i ;,� facturer or its die tribui• ers and. shall be available for inspection at the job site at the request of the Buildin This NOA renews NOA ft 14-0814.08 and consists of this page 1 a pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. U MIAMIOADE COUNTY APPROVED NOA No. 15-030201 Expiration"Date:July 21, 2020 Approval Date: April 23; 2015 i�� _ Page 1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 02/23/1998, with last revision L dated 03/05/2015, sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted under NOA # 11-0414.13" 1. Test Report on Uniform Static Air Pressure Test, Loading and Forced Entry Test per FBC, TAS 202-94, of "DAB 824 Sectional Residential Garage Door" prepared by Hurricane Engineering & Testing Inc., Report No. HETI-07-4267, dated 06/29/2007, signed and sealed by Candido F. Font, P.E. 2. Test Report on Large Missile Impact Test per FBC, TAS 201-94 and Cyclic Wind Pressure Test per FBC, TAS 203-94, of "DAB 824 Sectional Residential Garage Door", prepared by Hurricane Engineering & Testing Inc., Report No. HETI-11-3206, dated 02/10/2011, signed and sealed by Candido F. Font, P.E. 3. Test Report on Tensile Test per ASTM E8-08 of"Sectional Residential Door (skin)", prepared by Hurricane Engineering & Testing Inc, Report No. HETI-11-T101, dated 01/29/2011, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 05-0217.02" 4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test, of "Sectional Residential Door with Windows" prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI 03-1328, dated 07/15/2003, signed and sealed by Rafael E. Droz-Seda, PE. 5. Test Report on Uniform Static Air Pressure Test, of "Sectional Residential Door" prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI 03-1329, dated 07/15/2003 signed and sealed by Rafael E. Droz-Seda, P.E. 6. Test Report on Tensile Test per ASTM E-8 of "Sectional Residential Door (skin)" prepared by Hurricane Engineering & Testing Inc, Test Report No. HETI 03-T078, dated 10/31/2003, signed and sealed by Rafael E. Droz-Seda, P.E. "Submitted under NOA # 03-0210.04" • . . .. . • • •. • 7. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a pa tgau-40 steel panels, „ prepared by Celotex Corporation, Test Report No. 258592, dated 08/17k1.998, sigr�.d by W. it. . Jackson,P.E. •••••• •.•• • • C. CALCULATIONS "Submitted under NOA # 14-0814.08" 1. Anchor verification calculations prepared by Al-Farooq Corporatioq, dite f 09/22/2014 and 07/24/2014, signed and sealed by Javad Ahmad, P.$. . E-1 • . . .. • . . ••• •• • .' • • •••• •. • . • Carlos M. Utrera, P.E. Product Control Examiner NOA No. 15-0302.01 Expiration Date: July 21, 2020 Approval Date: April 23, 2015 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (Cont.) "Submitted under NOA # 09-0128.01" 1. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0 2007, dated 04/05/2011, signed and sealed by Javad Ahmad, P.E. "Submitted under NOA # 09-0128.01" 2. Anchor verification calculations prepared by AI-Farooq Corporation, complying with F.B.0 2007, dated 12/18/2008, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0717.01, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 11/28/2013 and expiring on 07/17/2018. 2. Notice of Acceptance No. 14-0311.08, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 08/14/2014 and expiring on 11/29/2017. 3. Notice of Acceptance No. 11-0926.07, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring on 01/11/2017. 4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products, LLC, for their Dyplast ISO-C1 Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on 01/11/2017. 5. Notice of Acceptance No. 10-1129.04, issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation, approved on 02/24/2011 and expiring on 02/24/2016. "Submitted under NOA # 05-0228.02" 6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM G155 of "PVC Extrusion Material", prepared by Hurricane Engineering & Testing, Inc., Report No. IIETI 04-A002, dated 09/27/2004, signed ands ealed iy•likael E. Droz-Seda, P.E. • . . .•• • • • 7. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion 114atei;ial", prtPaitiRf'by ..• Hurricane Engineering & Testing Inc., Report No. HETI 04-T251,date61.11/29/2004 signed. and sealed by I. Ghia, P.E. • • • •• • • • . 8. Test Report on Self -Ignition Temperature Test, Rate of Burn Test anti' Stroke De tty Test; • • of "REHAU non -foam PVC extrusion material", prepared by ETC'C fcfrrtorie4'.R4 rt No. 04-761-15019.0, dated 05/06/2004, signed and sealed by J. L. Dold:E n4 . • . .• . • F. STATEMENTS "Submitted under NOA # 14-0814.08" 1. Statement letter of code conformance to the 5th edition (2014) FBC'and no financial interest. issued by Al-Farooq Corporation, dated 05/13/2014, signed and sealed by Javaci �rhmed P.E. /0'915 Carlos M. Utrera, P.E. • Product Control Examiner NOA No. 15-0302.01 Expiration Date: July 21, 2020 Approval Date: April 23, 2015 E -2 • 7-1/2" X 2-1/4" X 18 GA. GALV. STEEL CENTER HINGE W/ (4) #14 X 5/8" SMS WRHOUT DELRON SLEEVE (STD.) 7-1/2" X 3" X .071" GALV. STEEL END ROLLER HINGE W/ (6) #14 X 5/8" SMS WITHOUT OELRON SLEEVE (STD. WITH DELRON SLEEVE (OPTIONAL 7-1/2" X 2-1 4" X .071" GALV. STEEL C NTER HINGE W/ (4) #14 X 5/8" SMS LOCK WITH DELRON SLEEVE (OPTIONAL) 2/ DOOR CENTER HINGE PUSH NUT r SPRING LOADED SLIDE BOLT (BOTH SIDES), FASTENED W/ (4) #14 X 1/2" S.M.S. \ -- _- 5/8" MIN. LOCK ENGAGEMENT CONFORMS TO SECTION 1008 REGARDING GARAGE DOORS • .158 DIA. GALV. AIRCRAFT TYPE CABLE & NICO-PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR 7"X3" X 0.1" STEEL PLATE WITH (4) #14 X 3/4" SELF DRILLING SCREWS • • • 1" W X .15 THK. LACH. STANDARD LOCK BRACKET STD. LIFT DOOR ODOR HEIGHT CONSISTS OF TOTAL N of 'U' BARS AT EACH DOOR 8'-6' 2 SECTIONS 18" 2 SECTIONS 21' 3 9'-9' 1 SECTION 18 3 SECTIONS 21" 7' 4 SECTIONS 21' - 7'-3" - - 7'-8" 5 SECTIONS 18" - 7'-9' 4 SECTIONS 18' 1 SECTION 21' 8' 3 SECTIONS 18' 2 SECTIONS 21' 8'-3' 2 SECTIONS 18' 3 SECTIONS 21' 4 8'-6" 1 SECTION 18" 4 SECTIONS 21" 8'-9" 5 SECTIONS 21' - 9' 6 SECTIONS 18' - 9'-3" 5 SECTIONS 18' 1 SECTION 21' 9'-6" 4 SECTIONS 18" 2 SECTIONS 21' 9 9 3 SEC110N5 18 3 SECTIONS 21' 10' 2 SECTIONS 18' 4 SECTIONS 21" 10'-3" 1 SECTION 10" 5 SECTIONS 21" 10'-8" 0 SECTIONS 21' - 5 10'-9" 6 SECTIONS 18' 1 SECTION 21' 11 5 SECTIONS 18' 2 SECTIONS 21" 11'-3' 4 SECTIONS 18' 3 SECTIONS 21' 11'-6" 3 SECTIONS 18" 4 SECTIONS 21" 11'-9" 2 SECTIONS le 5 SECTIONS 21' 12' I SECTIONS 10' 6 SECn0Ns 21' 12-3" 7 SECTIONS 21 - 12'-6" 6 SECTON5 18' 2 SECTIONS 21' 12'-9" 5 SECTIONS 18" 3 SECTIONS 21' 13' 4 SECTIONS 18' 4 SECTIONS 21' 13.-3' 3 SECTIONS 19' 5 SECTIONS 21" 13'-6' 2 SECTIONS 18" 6 SECTIONS 21' 6 13.-9" 1 SECTION 18' 7 SECTIONS 21" 14' 8 SECTIONS 21" - 14'-3" 6 SECTIONS 16' 3 SECTIONS 21' 14'-6" 5 SECTIONS 18" 4 SECTIONS 21" 14'-9. 4 SECTIONS te' 5 SECTIONS 21' 15' 3 SECTIONS 18' 6 SECTIONS 21' 15'-3" 2 SECTIONS 18' 7 SECTIONS 21- is-6 1 SECTION 18' 8 SECTIONS 21" 15'-9' 9 SECTIONS 21' - 16' 6 SECTIONS 18' 4 SECTIONS 21' BRACKET LOW HEADROOM DOOR OPTION 7-7/8" X 3-1/8" X .010" STEEL PLATE WITH (4) 1114 X 3/4" SDS CENTER STILE OUTSIDE HANDLE OUTSIDE KEYED LOCK TOP FIXTURE 5-1/2" X 2-3/4" X 0,1" STEEL PLATE WITH ONE 5/16-18 MS W/ NUT FASTENED TO END STILE WITH (6) #14 X 3/4" SELF DRILLING SCREWS SEE SHEET 4 FOR TOP BRACKET OPTIONS CENTER STILES OPTIONAL DOOR VIEWER TO BE INSTALLED AT ANY CENTER STILE SEE SCH. 'A' r ' e _ _ _ 8'-0. DOOR HEIGHT _ _ 1 1 / / \ - • }.. _.� --_ .� '._ I / \ / \ /__— / \ A -._ ---� , ----� ~a o $ _ — -' —_ -� __.-------� _—��, �.. moo-.- N _ 77 J I OM -fir T - 1--- �. --. 1= —! OPTIONAL VENTS - (3) 5' WIDE AT 7" 0.C. MAX. OPTIONAL FLUSH FACE L _.. A OPNC. AREA NOT TO EXCEED 120 SQ. IN. WOOD GRAIN DESIGN MAX. DOOR WIDTH �, END STILE LOCK BAR GUIDES INSTALLED ON END STILE WITH (4) #14 X 5/8" SMS 18T X 8W LOCK BAR ENGAGES IN TRACK ((��pp77��((�������� ON EACH SIDE OF DOOR STILES •41411;40.4, • •II R sllf LOSK BAR LOCKWG SHOWN • ALRNATE TO • •• • • '• • SPRING LOADU2•SLI� BELT• I• •�'f0" T�9'-10" LOCKS 'SHOWN 801E • • I•• • ®O" PSV-1 •• • • • •• • • �• • • • • • • • • • • • I • • • •� • • • • • • • •• •• • •• • REFER TO SHEET 2 FOR•UsTRR •LACEME•T • • • • • • I�1 ••• ••ll 101-0 TOM -10" •DOOR WIDTHS • • 1_011 • 12.-0" TO 13.-10" • • • • • • • • • • • •• •• • • • • • • • • • • • • •J• • DOOR WIDTHS • • • • • •• •• 16-2" INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR (J14 X 3/4' SELF DRILLING SCREWS MAY BE USED IN LIEU OF #14 X 5/8" SMS THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT SCHEDULE CENTER STILES CONFIOURATION 000R WRNS A OF CENTER STILES 6'-o" To 9'-10" 2 10'-0' TO 11'-10" 2 12'-0' TO 13.-10" 3 14'-0' TO 15'-10' 4 15'-11' TO 16'-2" 6 14.-0 TO 15.-10" zzio 000R WIDTHS DAB DOORS INC Hurricane Master® Model 824/811 Max. Size 16'-2" X 16.-0" High With Window Lite Option Tn z u DESIGN PRESSURE RATING m + 48.0 PSF - 52.0 PSF GENERAL NOTES 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC) FIFTH EDITION (2014) INCLUDING HIGH VELOCITY HURRICANE ZONE (IIVHZ), 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. f�'111•0 U it 'Mi Vag 15 -11" TO 16.-2" DOOR WIDTHS DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA BUILDING CODE, TAS•.202, TAS-201 & TAS-203 FOR HVH2 AND ASTM E1886-05/ASTM E1995-09. Engr: JAVAD AHMAD CML FLA. PE � CAN. 02015 PRODUCT RENEWED es 7si Mt Or Florida Ruiklins Owe Ae9geDece o SDa1.OI tlatliefti 0 0 g nth L 5 ii 6 41 O 8 s rdrawing no. 98-05 sheet 1 of 6 SCENON 4 • II jI SCETION 3 ��I■I��I SCEOON 2 SCETION 5 4 SECTION 000R HEIGHT RANGE 6'-6' TO 7'-0' (3) U-BARS SCETION 2 SCETION 1 111111111111 SCETION 5 111111111.1. 1r SCETION 3 SCETION 2 SCETION 1 5 SECTION 000R HEIGHT RANGE 7'-6' TO e'-0' (3) U-94NS 5 SECTION DOOR HEIGHT RANGE 9'-3' TO e'-9' (4) U-9ARS SCETION 6 BIM SCETION a I lili SCETION 5 1 IIIII • 11111 I SCETION 5 ill I SCETION 4 IMIE, I-. SCETION 4 :_ SCETION 3 Milli- -�-� WEEMS 3 �. I�1�1� SCETION 2giviHi SCETION 2 MIS y. I SCETION 1 �■ y ■I■I . N I SCETION �■ _ 6 SECTION DOQ$ HEIGHT RANGE 9'-0' 10 (4) U-SARS SCETION 7 SCETION 6 SCETION 5 I�.�IUIUI op•Im' I - NNW 1 1 MIN • 6 SECTION DOOR HEIGHT RANGE 10'-6' (5) U-BARS •• • • • • • • • • •• • • • • • • • • • •• • • • •• • • • •• • • • • ••• • • • • • • • • . • • • • • • • • . • • • • . • • . 7 SECTION DOOR • • -HEIGHT RANGE 0'-9' T0. 12'-3' (5) U-BARS • •. • • • • • .• • . •• •• • • • • SC ETION 7 SCETION e 1111111111111 e SC ETTON SCETION 5 SCETION 4 SCETION 3 SCETION 2 SCETON 1 SCETON 9 SCETION 7 8 SECTION DOOR HEIGHT RANGE 12'-e' TO 13'-3' (5) U-BARS 9 SECTION DOOR HEIGHT RANGE 4'-3' TO 15'-9' (6) U-BARS 10 SFCTION DOOR HFIGM RANGE 16'-O' (6) U-SARS SCETION 6 SCETION 5 SCETION 4 SCETION 3 8 SFCTION DOOR HEIGHT RANGE 13'-6' TO 14'-0' (6) U-BARS Engr: JAVAO AMMO CMI. FLA PE 70592 CA.N. 30201 PRODUCT., NOR the MOH ar'nN'`°` ,,.e9pt.,9. N9 �O Were '.. Nrs0oct Canine (14„u 4Z cc 0 Qa g 0 C 0 2 1 19 2 s a 1 drawing no. 98-05 (sheet 2 of 6 ) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 16 GA. X 2-1/4" X 3/4" X 2" GALV. STEEL U,BAR REINFORCING TRUSS 0 BOTTOM OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO 114 X 5/8" S.M.S. MID TO END STILE W/ FOUR j114 X 3/4" SELF DRILLING 5. 1/2" X 1-3/4" X 16 GA OPEN TUBE 0 TOP & BOTTOM OF EACH PANEL 1ST SECTION (BOTTOM) REINFORCING STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH 5/16" X 1-5/8" LAD SCREW (FULLY THREADED) HEX WASHER HEAD TYPE A SOUTHERN PINE 0.55 S.G. 1 1-3/18" I� 1.9" X 2.19' X 3.3" X .090" STEEL TRACK BRACKETS - SEE SHEET 3 FOR SPACING 16 GA X 2-1/4" X 3/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO N 14 X 5/8" S.M.S. AND TO END STILE W/ FOUR # 14 X 3/4" SELF DRILUNG SCR. INTERMEDIATE SECTION$ REINFORCING OPTIONAL DOR INSTALLER _N6 P14 ER HINX 5/8GE" 5MS 1/2" X 1-3/4' X .058" FORMED STEEL GLUED TO PANEL AND SECURED TO END STILE WITH (4) 3/16" POP RIVETS 1-7/8" X 2-5/8" X .049" STEEL •CENTER STILE, GLUED AND RIVETED TO PANEL W/ (4) 3/16" RIVETS POP RIVETS N 14 X 5/8" S.M.S. 4/ HINGE 1 . I ••, • • • •• • • • r'• •• — - • • • • • • • • • •• • • • • • ' • ••• • 1-1111111 STEEL TRACK 14 GA. X 2-1/8" X 1" (STANDARD 12 GA. X 3-5/16" X 1-1/2" (OPTIONAL FASTENED TO TRACK PLATES W/ 1/4-20 X 5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT • • • 7-d/2" i •D10" INVCRIOR CI DE 7-1/2 X .071" • • • L • • 111111.1 • • • • C�&ALNITERV. �4IHTE�INL.GE _ • • • • • • END ROLLER HINGE • • •• •• _7/8�' PUSHNUT • • • • INSTALLED ON ROLLER SHAFT •• • • • • • • • • • g$ TIQN B-g • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • • • • • • 24 GA. STEEL PANEL - FLAPS BENT OVER PANEL USE REINFORCING 'U' BAR AT TOP SECTION ONLY AT FOUR SECTION DOORS 16 GA X 2-1/4" X 3/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ W% OURS#14 14XX5/8" 3/4"SSELS DRILLING END STILE SCR TOP SECTION 3/4" X 2" X 2-1/2" X .049" STEEL END STILE, CONNECT TO PANELS WITH FLAPS AND (5) OR (6) 3/16" ALUM RIVETS SEE DETAIL ABOVE DISTANCE 1. 1.82" DIA. X .50" STEEL ROLLERS (STD.) 1.82" DIA X .50" NYLON ROLLERS (OPTIONAL) 2.75" DIA. X .50" STEEL ROLLERS (OPTIONAL)- 2.75" DIA X .50' NYLON ROLLERS (OPTIONAL) WITH 5" STEM I/2" PUNCHED HOLES 0 4" 0.C. 3/16" POP RIVETS AT 4" 0.C. (6) FOR 21" STILES (5) FOR 18" STILES ENO STILE .024" STL. PANEL SOLID BRASS DOOR VIEWER BY 'SCHLADE SECURITY HARDWARE' INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE POSITIONED AT EYE LEVEL 3/8" POWER -BOLT BY 'POWERS' 2" MIN. EMBED INTO CONC, 2" MIN. EDGE OIST. ONE PER BRACKET SEE SHEET 3 FOR BRACKET SPACING 1/4-20 SS BOLT & NUT Engr: JAVAO AMMO CIVIL FIA. PE 70592 CA 38 3 0 2015 ;3144.5"1)DUCroorplaRENEWEDIvIth M No /6'd 81 O aiqa 8421 drawing no. 98-05 sheet 3 of 6 POP RIVETS 2" / 2-3/4" X 5-1/2" X 3" X .104" GALV. STEEL TOP ROLLER BRACKET ON EACH SIDE FASTENED W/ (6) 1 14 X 5/8" S.M.S .090 INK. GALV. STEEL ADJUSTABLE SLIDE FASTENED TO BRACKET W/ 5/16-18 X 3/4" HEX HEAD M. SCREWS & NUTS. TOP BRACKET (STANDARD) TOP BRACKET (OPTIONAL) LOW HEADROOM DOOR HORIZONTAL REINFORCEMENT 1/2" X 1-3/4" X .058' FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 5/16" X 1-5/8" LAC SCREWS INTO WOOD OR 5/16" SLEEVE ANCHORS WITH 1-1/4" EMBED INTO MASONRY 3 PER BRACKET 2-1/2" X 4-1/4" X 13 GA. STEEL PLATES WELDED TO 1-1/2" X 1-1/2" X 14 GA. ANGLE FASTENED TO TRACK WITH (4) 1/4-20 SS. BOLT & NUTS 2" X 5-1/2" X .104" GALV. STEEL . FASTENED W/ (4) N 14 X 5/8" S.M.S. TOP ROLLER BRACKET FOR LOW HEADROOM 000R OPTION HORIZONTAL REINFORCEMENT 1/2" X 1-3/4" X .058' FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS —5/18" MEETING RIB 1.82" pA. X .50" STEEL ROLLERS .44 DIA, X 5" STEM OPTIONAL INSULATIONS: BY 'DYPLAST PRODUCTS 11G' EPS-EXPANDED POLYSTYRENE DENSITY - 1.05 PCF N.O.A. 111-0926.07 0R ISO-25 POLY-ISOCYANURATE DENSITY - 2.0 PCF 111-0926.06 0R AY '9111 OFOAM NORTH AMFRICA' DENSITY - 1.03 PCF N.0A. 110-1129.04 OR TRY 'INSUI FOAM 1 LC' DENSITY - 0.92 PCF N.O.A. 114-0311.08 14 GA. GALV. STEEL ROLLER W/ (6) 1114E X 5 FASTENED" SMS MIN..024" ROLL FORMED STEEL PANEL DRAWING DUALITY G-40 MIN. YIELD STRENGTH = 39 K51 WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPUED TO BOTH SIDES OF STEEL 12 GA. GALV. STEEL BOTTOM BRACKET FASTENED W/ (4) 1 14 X 5/8" SMS SECTION 'A -A SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES •• • • • • • • • • • • • z z to • • • TRACK CONFIGURATION •• • • •• • • • • •• • • • •• • • • • • • • • • • • • • • BOTTOM SEAL OPTIONS • • • • • • • • SEE SHEET 5 • • • • • • • • • • • • • • •• • • • •• • • •• •• • • • • • • • • • • • • • • • • HORIZ. TRACK SUPPORT, CENTER SUPPORT RE00. ON DOORS EXAEEDING 8 FT. IN HEIGHT--...,,„, II —I A -.-1 I • AfJ TRACK LENGTH = OPENING HEIGHT PLUS 12" 14 GA. GALV. STEEL TRACK 1-1/2" X 1/2" X 1/8" HORIZ. ANGLE FOR 000R HEIGHTS UPTO 7 FT. WITHOUT INSULATION OR WINDOWS, 2" X 2' X 1/8" HORIZ. ANGLE FOR DOOR HEIGHTS ABOVE 7 FT. OR DOORS WITH INSULATION OR WINDOWS SPOT WELDED TO HORIZ. TRACK WITH TWO WELDS AT 1-1/2' APART FIRST AT 3' 0.C., REST AT 9" 0.C. CONNECTED TO FLAG BRACKET ANGLE W/ 3/8-15 X 3/4" BOLT & NUT AND TO SPRING SHAFT GUIDE WITH (2) 1/4-20 X 5/8" BOLT & NUT VERTICAL TRACK 2-1/8" X 1" X .080" SECTION A -A DOOR HEIGHT • SECTION HEIGHTS BRACKET PLACEMENTS 1ST 2ND 3R0 4TH 5TH 81 82 83 84 85 86 67 88 6'-0" 18" 18" 18" 18" N/A 1" TO 2" 11-3/4" 23" 34" 45" 56" 67" - 6'-6" 21" 18" 18" 21" N/A 1" TO 2" 11-3/4" 23" 34" 45" 56" 67" - 7'-0" 21" 21" 21" 21" N/A 1" TO 2" 11-3/4" 23" 34" 45" 56" 67" - 7'-6" 18" 18" 18" 18" 18" 1" TO 2" 11-3/4 23" 34" 45" 56" 67" 78-1/4" 8'-0" 21" 18" 18" 18" 21" 1" TO 2" 11-3/4" 23" 34" 45" 56" 67" 78-1/4" •-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR 000RS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" 0.C. 1.9" X 2.19" X 3.3" X .090 STEEL TRACK BRACKETS 2-3/16" HIGH CONNECTED TO TRACK WITH 1/4" BOLTS & NUTS. VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW LJEADROOM DOUBLE TRACK AVAILABLE TRACK OPTION$ Engr: JAVAO MMADCIVIL PRODS RENEWED FLA. P # 70592 on N ♦4�!Todd• CAAcorginta No TW,1, 6 y d 2 = drawing no. 98-05 sheet 4 et-6--) • • • • • • • • • ♦ • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • ••• • • 1-1/2" MIN. GE DIST. m 2BY W000 BU 3 4" N. DGE DIST. m /4" DIA. LAG SCREWS AT 6" FROM ENDS AND 11" 0.C. MAX. 26Y W000 BU OPTION 'A' OPTION 'B' 1/4' DIA LAG SCREWS �-AT 6' FROM ENDS ANO 11" O.C. MAX. WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG.0.55 MIN.) THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 5YP WOOD BUCK ATTACHMENT TO W000 STRUCTURES. IF TMESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN WILL BE REOUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. 5/16" X 1-5/8" LAG SCREWS AT 11" 0,C. WOOD BUCK CONNECTION TO MASONRY PRESSURE TREATED 2X6 SYP W000 JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH 1/4' ULTRACON BY 'ELCO' WITH SPACING OF 12' 0.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4" MIN. EMBED 9" 0.C. INTO 3000 P51 CONCRETE, WITH 1-3/4" MIN. EMBED 2-1/2" MIN. EDGE DISTANCE 1/4" TAPPER BY 'POWERS' WITH SPACING OF 8" 0.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2" MIN. EMBED 9" 0.C. INTO 3000 PSI CONCRETE, WITH 1-3/4' MIN. EMBED 3' MIN. EDGE DISTANCE 3/8" CONFLEX BY 'ELCO' OR 3/8" LDT BY 'MY' WITH SPACING OF 21" 0.C. INTO 3000 PSI CONCRETE, WRH 2-1/2" MIN. EMBED • • • • 0 N •US - • CLE y9ACii • • 3' MIN. EDGE DISTANCE • r r" . • • • • 3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF • ! • • • • 8" 0.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4' MIS. EDGE :1ST 11" 0.C. INTO 3000 PSI CONCRETE, WITH 1-1/4" MIN. EMBED AND • • • • • • • • • • • • 2-1/2" MIN. EDGE DISTANCE PREPARATION OF JAMBS BY OTHER$ FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED* • • • • • • • • • • • t • BY 000R SYSTEM. • • • • • • • • FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINES! 0* • • • • • • RECORD. DOOR INSTALLATION MAY 8E REVIEWED AND APPROVED BY • • • • • BUILDING OFFICIAL UPON INSPECTION. • • • • • • • • • • • •• • • • • • MAXIMUM EXTERIOR(+) LOAD PER JAMB .. (16.17' X 48 PSF)/2 . 388 Lbs per FL. MAXIMUM INTERIOR(—) LOAD PER JAMB - (16.17' X 70 PSF)/2 — 420.4 Lbs per Ft. • 1/16' X 2-1/2 FILLET WELDS Al' 12" 0.C. MAX. ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0410 0 • • ••• • • H8 X 1" SELF DRILLING SCREWS 3/16' 'RIVEX' STEEL RIVETS MULTICRIP W/ DOME HERO AT 48" 0.C. REINFORCEMENT 1/2' X 1-3/4" X .058' FORMED STEEL W'STRIP ADAPTER ALUMINUM RUBBER W'STRIPPING .224 I �FSJ5J -1.750 —7 STEEL STRUCTURE BY OTHERS MUST SUPPORT' THE LOADS IMPOSED BY DOOR SYSTEM 5/16' DIA. BOLTS WITH WASHER & NUT Al' 12" 0.C. MAX. 1-1/2' 4 .700 W F.040 BOTTOM SEAI OPTIONS REINFORCEMENT 1/2" X 1-3/4" X .058" FORMED STEEL #8 X 1' SELF GRILLING SCREWS OR 3/16" 'RIVEX' STEEL RIVETS MULTIGRIP W/ DOME HEAD AT 48' 0.C. W'STRIP AOAPTER STEEL RUBBER W'STRIPPING .348 ANCHOR SPACING _ ANCHORS STRUCTURE EMBED SPACING EDGE 015T. 3/8" HLC SLEEVE BY 'HILTI' CONC. 1-1/4' 8' 8' ___VI _ 3-34 3/8" CONFLEX BY 'ELCO' FILLED BLOCK 7" 4/8" DYNABOLT BY 'ITW' CONC. 1-1/2" 8" 3 3/8"-POWER—BOLT BY 'POWERS' CONC. 2" 8" 2" 3/8" SLEEVE —ALL BY 'SIMPSONS' CONC. 1-1/2" 8" 3" CONCRETE I'c — 3000 PSI MIN. C-90 GROUT FILLED BLOCK I'm . 2000 PSI MIN. — 12 GA. GALV. STEEL FLAT BRACKETS ±3" LONG AT 12" 0.C. IN 000R OPNG. AT 18" 0.C. ABOVE 000R OPNG. CONNECTED TO CONT. ANGLE W/ (3) SPOT WELDS AT EACH 510E RFVERSE TRACK TO STFFI ALTERNATE TRACK INSTALLATION 2-1/6" X I" X 14 GA. GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ (2) 1/4-20X5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT CONTINUOUS ANGLE TRACK TO CONCRFTE AND FILL E0 BLOQ)( Engr: JAVAO AMMO CAAL FA. PE 70592 C.A.N. b .38 PRODUCT RENEWED ao complying MOWN Florida Building Coda Aoeoplrooi No 47,Jf4'1, 0/ 1 V 2 S& ac B k -- lit drawing no. l 98-05 sheet 5 of 6 11 1 Ilii I I I I � III II DOOR PANEL 7-24 24 GA. (.024) STEEL MIN. 7/16" DIA. WASHER O #8 X 3/4" SMS 0 3/8" FROM ENOS AND 7" 0.C. MAX. (4) #8 X 3/4" SMS 0 1-3/8" FROM ENDS AND 6-1/2" 0.C. MAX. .175 X .062 DEEP GROOVE 1/4" POLYCARBONATE LEXAN BY 'SABIC INNOVATIVE PLASTICS' NOA .13-0717.01 .175 X .062 DEEP GROOVE (4) N8 X 3/4" SMS 0 1-3/8" FROM ENDS AND 6-1/2" 0.C. MAX. #8 X 3/4" SMS 0 3/8" FROM ENDS AND 7" O.C. MAX. 7/16" DIA. WASHER �OOOR PANEL 24 GA. (.024) STEEL MIN. 21 3/4" MAX. WOW. WIDTH * PLASTIC COMPLIES WITH CHAPTER 26 OF FBC SEE EVIDENCE PAGE 500 1.765 1.144 .176�1 F�- * DTERIOR FRAME RIGID PVC ONE PIECE INJECTION 1.725 .250 ,800 * INTERIOR FRAME RIGID PVC ONE PIECE INJECTION x-n•.4M1'hti� W.1 /8 X 3/4" SMS • • • • • • • • 0 3/8" FROM ENDS • • • • • +4ID r♦ 1/2- 0C MAR. •• • • •• •• • ••• • • • • • • • • • • • • • • • • • • • • • D F�{NEL• • • . • • 24 DA (.Q21) L MIN. ••• • • ••• ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION AITJr 15/16" MIN. GLAZING B11E .175 X .062 DEEP GROOVE WINDOW WIDTH EXTERIOR D.L. OPC. PRODUCTRBNEWED itiawkuiccectitsiedtti the nor, Acceptance No WU, Mimi 1, RIR cog ig "Y1 tts9PR 0 a 8 6 r. a drawing no. -98-05 sheet 6 of 6 —r/YSc MuLk) o,J DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC 9114 NW 106 Street Miami, FI. 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. 1DESCR1PTIONi Series !.‘ECO-Guard:Clipped"Aluminuui Tub'e'Mullioii'I�.M:L-� APPROVAL DOCUMENT: Drawing No. M14-01, Series titled "Aluminum Tube Mullion", •sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami —Dade County Product Control Section Approval stamp with the Notice of Acceptance number and Approval date by the Miami —Dade County Product Control Section. •• MIAMI--DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.min midade.govieconomy MISSILE IMPACT RATING: Large and Small Missile Impact Resistant) ' • •' ••• • • LABELING: Each unit shall bear a permanent label with the manufacturer's natht•& `logo, City, state, 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•ared there has•been no change in the applicable building code negatively affecting the performance of this prechuct. • 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 4OA is an endorsement of any product, for sales, advertising or any other purposes shall automatically terinkg,te tDis NOQ• fgiture 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 re lest of the Building Official. This NOA consists of this page I and evidence pages E-1 and E— as ell as approval document mentioned above. The submitted documentation was reviewey Jaime .• • • • • • • • • •• • • (NOA No. 14-0529.16 Expiration Date::October=23,-2019.7 Approval Date:. October 23, 2014 rPage' • D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M14-01, Series titled "Aluminum Tube Mullion", sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked —up drawings and installation diagram of a clipped aluminum mullion at fixed windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2192A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 2. Test reports on: 1) Large Missile linpact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of a clipped aluminum mullion at a fixed window/ a single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08 2192B and HETI-08-2166C, both dated 01/15/09, signed and sealed by Candido F. Font, P. E. 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 9A...:. along with marked —up drawings and installation diagram of , •clipped, aluminum • • mullion single hung window, prepared by Hurricane Engineering. &Testing,lh'c ,'Test Report No. HETI-08-2166A, dated 01/15/09, signed and sealec}bj.€andido F. Font, • • P. E. .... .... . C. CALCULATIONS I. Anchor verification calculations and structural analysis, complying!with FBE 2010 • and FBC 5th Edition (2014), prepared by Al—Farooq Corporation,• dated •Q,.M/14, signed and sealed by Javad Ahmad, P. E. • • . • ••• .. . .... . . . .. . ram: f' � Jaime D. Gascon, P. E. " Product Control Section Supervisor NOA No. 14-0529.16 Expiration Date: October 23, 2019 Approval Date: October 23, 2014 • . . Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with FBC 2010 and FBC 5111 Edition (2014), issued by AI Farooq Corporation, dated 05/23/14, signed and sealed by Javad Ahmad, P. E. 2. Department of State Certification of Eco Window Systems, LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 03/21/13 and signed by Kurt S. Browning, Secretary of State. 3. Laboratory compliance letter for Test Reports No.'s HETI-08-2192A, HETI- 08-2192B, HETI-08 2166A and HETI-08-2166C, all issued by Hurricane Engineering & Testing, Inc., dated 01/15/09, signed and sealed by Candido F. Font, P. E. 4. Proposal No. 08-0236 issued by the Product Control, dated 06/04/08, signed by Manuel Perez, P. E. G. OTHERS 1. None. E-2 . . . . .. • • . • . .... .... . . • ... .... . . . . .. .. . . . • • . . • . • . • • . . . .. . .. • .... • . • .. Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 14-0529.16 Expiration Date: October 23, 2019 Approval Date: October 23, 2014 4.000 8.000 MULLION SYSTEM IS RATED FOR LARGE. MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING -MULLION PROPERTIES ONLY - NOTES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (11VH2). ALL GLAZING PRODUCTS USED WITH THESE MULUONS MUST MEET THE APPLICABLE DUILDING CODE REQUIREMENTS LE: WIND LOAD. WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. W00D BUCKS' BY OTHERS. MUST DE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL DE AS LISTED, SPACED AS S110WN ON DETNLS, EMBEDMENT TO BASE MATERIAL STALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN 71105E SIIOWN IN THESE OETNLS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF MIOIORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME IMO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. INSTRUCTIONS. USE CHARTS AND GRAPHS AS FOLLOWS. STFP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE 1AWAI-OADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MULUON AS PER PRODUCT APPROVAL. USING CHARTS ON SHEET 3 SELECT LIULUON SIZE WITH STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS STEP 5 ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING M0RE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• • • • ••• • •• •• • • ••• • II••S • • • • •• -.• .• • az ,••• 7-4: TTr,T• • •• ' •• • •ii a• ,... 111 „=1.1_ ___1___ L___-1 ii 1 II __c -I II /S • • • I -.--!=1t to --Tr-r_ • • • • I • • •• • ••• TYPICAL WINDOW FRAME TUBULAR SI TAPES 00 ALLOY - 6063-T6 T 1-7= _ I TYPICAL i~-GLAZING PRODUCT 3.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING APptiw 1m O0nply/ng Agi)t&e Florida I10I Il q Cu4• U::Ha 12 NUh4 ASjwr0Iy1.1Kr r1,nrn Eng,: JAVAD AMMO CML FTA PE i 70592 CAN. 3538 1.000 4 -, 4.000 z 1 Z 0 3 1 F a 0 u t • 0 V 0 N 6 drowing no. M14-01 (sheet 1 of g • • ••• • • • ••• • • •• • • • • •• • • • • • • •• •• • • • • • • •• •••• • • • •• • • • •• • • •• • • --j 1.000 3.000 I .r 125 -.125 IX v .9502 IN\4 Sx - .6335 IN\3 1 X 3 STD. MULLION 6063-T8 4.000 IX - 2.0374 9,1\4 SX = 1.0187 IN\3 1 X 4 STD. MULLION 6063-76 1.000 .375 .125 3.000 .375 IX - 1.538 IN\4 Sx v 1.0254 IN\3 1 X 3 CUSTOM MULLION 6063-T6 4.000 1.000 j-- .375 .375 --.125 IX 3.1878 IN\4 Sx - 1.5939 w\3 1 X 4 CUSTOM MULLION 6063-T6 Ix - 2.9762 IN\4 Sx - 1.4881 N\3 2X4 STD. MULL.IQN 6063-T6 F-_•.125 2.000 I-- 2.000 --1 1/2" MIN. ANGLE CLIP 6063-T6 --{ .718 I-- 2.125 NOTCH OPTIONAL 5.500 MULLION CUP 6063-76 .125 TYP. NOTCH OPTIONAL �� 1/2" MIN. 1.718 5.500 1/2' MIN. MULLION CLIP 6063-T6 2.125 • • • • • • • • 2.000—l_r.125 • • • • • ••-•125•• Ix 8.2757 IN\4 Sx — 2.7586 IN\3 2 X 6 STD, MULLION 6063-16 •• • •• • • • • • • • • 6.000 2.000--1_1_.250 Ix 15.2031 xt\4 SX = 5.0677 IN\3 2 X 6 HEW( MULLION 6063-T6 .250 Appnwed In wulplying welt the YTmlrin8nilllI t : Veto-- / RA11 1d, l'I Lk uo En9r. JAVAO AFWAO CMI. FM. PE / 70592 C.A.N. 2538 MAY 3 2014 O Z 08 1 g OG08 v o 6 tqE 1n Z 0 J 2 LUMINUM TUBE 4i drawing no. M14-01 sheet 2 of� • • ••• • • • ••• •• •• • • •• • •• •• • • • • • • •• •• •• • • • •• • . • •• •••• • • •• • • •• •• • •• •• • • . • ••• • • • • • • • DESIGN AD CAPACITY - P3P (TUBE MULLIONS) DESIGN GOAD CAPACITY - ?SF (TUDE MULLIONS) DESIGN LOAD CAPACITY - P3P (TUBE MULLIONS) r ---ORO t=� WINDOW WINDON DIMS. i X 0 I X 4 1 X 3 1 X A 2 X 4 2 X 6 2 X 8 WINDOW DIMS. YRDTH (W) MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY I 3 1 X 4 1% 3 1 X 4 2% 4 2 X 6 2 X 6 H1ND0 T DIMS. 1 X 0 1% 4 1 X 3 l X 4 2 X 4 2 X 8 2 X 8 o WIDTH (w) MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD..�HEAV♦ ! mumn RI L STD. STD, : /9fosl CUSTOM STD. STD. HEAVY `( , 1 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 74.6 120.0 120.0 120.0 120.0 120.0 194/811 0,1 • AL-PAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 37 AVE MIAMI. FLORIDA 33174 TEL (305) 2648100 FAX. (305) 2E28978 MULLION \M11 26-1/2" 120.0 120.0 120.0 120.0 120.0 •120.0 1 • • • •- 0 •- 59.3 55.3 120.0 120.0 120.0 120.0 26-1/2' 53.8 115.4 67.1 120.0 120.0 120A •120.0 • 26-f/2• • •• - •_ S 42.8 39.9 111.0 120.0 30* 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30" 47,5 101.9 76.9 120.0 120.0 120.00 • • • • • 37' 120A 120.0 120.0 120.0 120.0 91Q0,4 • 30' 9 • • 9 - 1 ••• • 37.8 35.3 98.1 120.0 120.0 120.0 37' 38.5 82.6 62.4 120.0 120.0 120.0 120.0 37' - - - 30.6 26.6 79.5 120.0 42• 120.0 120.0 120.0 120.0 1204 120.0 120.0 42' 33.9 72.8 55.0 113.0 106.4 120.0 120.0 48' 38-3/8" 120.0 120.0 120.0 120.0 120.0 42' - - - 27.0 25.2 70.1 120.0 120.0 120.0 48" 74-1/4" 29.7 63.7 48.1 99.7 93.1 120.0 1200 120' - - 23.6 22.0 61.3 112.6 54' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 54' 26.4 56.6 42.7 88.6 82.7 120.0 • 1Q0.0 •q9 • i" •- • • • • • • / • • 60" 120.0 120.0 120.0 120.0 120.0 • :a{" • • • 9. 7 - 21.0 - 34.5 100.1 120.0 120.0 BO' 23.8 51.0 38.5 79.7 74.4 120.0 1250 •4J" • •• •• 9 • • - • - - - 49.0 90.1 68' 112.5 120.0 120.0 120.0 120.0 120.0 120.0 66" 21.6 46.3 35.0 72.5 67.7 120.0 120.4 •• • • 72' 103.2 120.0 120.0 120.0 120.0 Or p -6 - - - 44.6 81.9 120.0 120.0 72' - 42.5 32.1 66.5 62.0 120.0 ftMc) • ill" • • I -• • 1 • • 40.9 75.1 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 51.5 110.4 83.4 120.0 120.0 120.0 120.0 19-1/8" 26-1/2' 120.0 120.0 120.0 120.0 120,0 120.0 44.5 41.6 115.6 120.0 120.0 26-1/2' 37.2 79.7 60.2 120.0 118.4 120.0 120.0 26-1/2" - - - 32.1 30.0 83.4 120.0 30' 120A 120.0 120.0 120.0 120.0 120.0 120.0 30" 32.8 70.4 53.1 110.2 102.8 120.0 120.0 30" 37' 120.0 120.0 120.0 120.0 120.0 - - - 28.4 26.5 73.7 120.0 120.0 120.0 37• 26.6 57.1 43,1 89,3 83.4 120.0 120.0 37' - - - 23.0 21.5 59.8 109,8 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42"..._ 23.4 50.3, .38.0 78.7 73.5 120.0 120.0 48' 42• 120.0 120.0 120.0 120.0 120.0 120.0 ....-48"84' __ _ 42' 20.3 - 52.6 98.7 120.0 20.5 44.0,_ ,33.2 68.8 64.3 120.0 120.0 48" 132' - - - - - 46.1 64.6 - 54' 114.8 120.0 120.0 120.0 120.0 120.0 120.0 54' - 39.1 29.5 61.2 57,1 120.0 120,0 .UMINUM TUBE MULLIONS I WINDOW SYSTEMS, LLC. N.W. 106 STREET .EY, FL. 33178 305) 885-5299 FAX (305) 885-5902 60' 103.3 120.0 120.0 120.0 1200 54" - - - - - 409 75.2 120.0 120.0 60' - 35.2 26.6 55.1 51.4 112.6 120.0 60" - - - - - 36.8 67.7 66' 940 120.0 120.0 120.0 120.0 120.0 120.0 66' - 32.0 24.2 50.1 48.7 102.4 120.0 66" 72" 86.1 120.0 120.0 120.0 120.0 120.0 - - - - - 33,5 81.5 120.0 72' - 29.3 22.1 45.9 42.8 93.8 120.0 72" 30.7 56.4 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 34.5 74.0 55.8 115.8 108.1 120,0 120.0 19-1/8• 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 - - - 34.3 32.0 89.0 120.0 120.0 26-1/2' 24.0 53.4 40.3 83.5 78.0 120.0 120.0 26-1/2" - - - 24.8 23.1 64.3 118.0 30' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 22,0 47.2 35.6 73.8 68.9 120.0 120,0 30' 37' 115.3 120.0 120.0 120.0 120.0 120.0 120.0 - - - 21.9 20.4 56.8 104.3 37' - 38.2 28.9 59.8 55.9 120.0 120.0 37' - - - - - 46.0 84.5 42' 101.6 120.0 120.0 120.0 120.0 120.0 120.0 42' - 33.7 25.4 52.7 49.2 120.0 120,0 48" 50-5/8" 88.0 120.0 120.0 120.0 120.0 42" - - - - - 40.5 74.5 120.0 120.0 48" 96' - 29.5 22.3 46.1 43.1 107.8 120.0 48" 144" - - - - - 35.5 65.2 54" 79.0 120.0 120.0 120.0 120.0 120.0 120.0 54' - 26.2 - 41.0 38.3 95.8 120.0 60" 71.1 114.5 115.2 120.0 120.0 120.0 120.0 54' - - - - '- 31.5 57.9 60' - 23.6 - 36.9 34.4 86.2 120.0 60" - - - - - 28.4 52.1 66" 84.7 104.1 104.7 120.0 120.0 120.0 120.0 66" - 21.4 - 33.5 31.3 78.4 120.0 72" 59.3 95.4 96.0 120.0 120.0 120.0 120.0 66' - - - - - 25.8 47.4 72" - - 30.7 28.7 71.8 120.0 72` - - - - 23.7 43.4 19-1/8' 120,0 120.0 120.0 120.0 120.0 120.0 120.0 10-1/8' - - - 81.3 75.9 120.0 120.0 26-1/2' 88.1 120.0 120.0 120.0 120.0 120.0 120A 26-1/2" - - 30' 77.8 120.0 120.0 120.0 120,0 120.0 120.0 30" - - - - 58.7 51.8 54.8 48.4 120.0 120.0 120.0 120.0 ARCHES TO BE INSCRIBED -HORIZONTAL MUWON _ 37" 63.1 119.9 102,1 120.0 120,0 120.0 120.0 37" - - - 42.0 39.2 109.1 120.0 INSIDE RECTANGULAR SHAPE 42" 55.6 105.E 90.0 120.0 120.0 120.0 120.0 42• - - - 37.0 34.6 96.1 120.D %-C4A291C 48" 63^ 48.6 92.4 78.7 120.0 120.0 120.0 120.0 48' 10B' - - - J2.4 30.2 84.1 120.0 � PRODUCT WE 3 54" 43.2 82.2 70.0 120.0 120.0 120.0 120.0 VERTICAL 54" - - - 28.8 26.9 74.'/ 120A �_ AIULUON 60' 38.9 73.9 63.0 115.7 108.0 120.0 120.0 GO' - - - 25.9 24.2 87,J 120.0 68" 35.4 67.2 57.3 105.1 98.T 120.0 120.0 66' - 23.6 22.0 61,2 112.3 GLAZING GLAZING 3 Td • 72' 32.4 61.6 52.5 96.4 90.0 120.0 120.0 72' - - - 21.6 20.2 56.1 I03.0 PRODUCT PRODUCT °� ALL LOADS ARE EXT,(+)/INT.(-), R000GLAZING PRODUCT LAZING PRoeucr PRODUCT L•"", F■1 Ellin NOTE; w1 W2 .I .1 MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED MULL ON SPAN I 511.11111. VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED)2 =- -, -- ----- TYPICAL MULLION ARRANGEMENTS En9r: JAVA0 ARAM m CM Tu i PE 79592 W�f1 �4 yU W1 + W2 CAN. SJB i 8 i, i\pl�mrcd of Hl/nTnYn ;'f 1�tC 2 17aido 1111i7rli19y *, 4 ' l C1,-4, t Unit: 2 O , ;.,. - (shoot 3 of 9 • • ••• • • • ••• • •• • • •• • •• •• • • •• . • •• • • • • • • • • • •• •••• • •• • • •. •• • • •• • • . . •.• . . • . • • • DESIGN LOAD CAPACITY - PSP DESIGN LOAD CAPACITY - PBP DESIGN LOAD CAPACITY - PSF ' ^ WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A2 A4 A6 D2 Don B4b WIDTH (W) MULL SPAN A2 A4 A6 B2 194o •D4b • V6DTH (W) 4101 SPA. A2 • A4 • • AB B2 D4n B4b r- MULLION\M1, Z 0 28-1/2" 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 100.9 120.0 120.0 64,7 93.2 120.0 28-1/2" 64.2 112.0 120.0 41.2 59.3 82.3 30" 120.0 120.0 120.0 114.3 120.0 120.0 30" 89.1 120.0 120.0 57.1 82.3 114.3 30" 56.7 98.9 120.0 36.4 52.4 72.7 37" 120.0 120A 120.0 92.7 120.0 120.0 37" 72.3 120.0 120.0 46.3 68.7 92.7 37' 46.0 80.2 120.0 29.5 42.5 59.0 42' 120.0 120.0 120.0 81.6 117,6 120.0 42" 63.7 111.0 120.0 40.8 58.8 81.6 42" 40.5 70,6 106.0 26.0 37.4 51.9 48" 42" 111.4 120.0 120.0 71.4 102.9 120.0 48" 84" 55.7 97.1 120.0 35.7 51.4 71.4 48" 132" 35.5 61.8 92.7 22.7 32.7 45.5 L=---- 54" 99.0 120.0 120.0 63.5 91.4 120.0 54" 49.5 86.3 120.0 31.7 45.7 63.5 54" 31.5 54.9 82.4 20.2 29.1 40.4 ALUMINUM TUBE MULLIONS ECO WINDOW SYSTEMS, LLC. 9114 N.W. 106 STREET MEDLEY, FL 33178 TEL (305) 885-5299 FAX (305) 885-5902 i 60" 89.1 120.0 120.0 57.1 82.3 114.3 60" 44.6 77.7 116.6 28.6 41.1 57.1 60" 28.4 49.5 74.2 - 26.2 36.4 66" 81.0 120.0 120.0 51.9 74.8 103.9 66" 40.5 70.6 106.0 26.0 37.4 51.9 68" 25.8 45.0 67.4 - 23.8 33.1 72" 74.3 120.0 120.0 47.6 68.6 95.2 72" 37.1 64.8 97.1 23.8 34.3 47.6 72" 23.6 41.2 61.8 - 21.8 30.3 19-1/6" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 78.4 112.9 120.0 19-1/8" 81.6 120.0 120.0 52.3 75.3 104.6 26-1/2" 120.0 120.0 120.0 107.3 120.0 120.0 26-1/2' 88..3 120.0 120.0 56.6 81.5 113.2 26-1/2" 58.9 102.6 120.0 37.7 54.3 75.5 30" 120.0 120.0 120.0 94.8 120.0 120.0 30" 76.0 120.0 120.0 50.0 72.0 100.0 30" 52.0 90.7 120.0 33.3 48.0 66.7 37" 119.9 120,0 120.0 76.9 110,7 120,0 37" 63.2 110.3 120.0 40.5 58.4 81.1 37" 42.2 73.5 110.3 27.0 38.9 54.1 42" 105.7 120,0 120.0 67.7 97.5 120.0 42" 55.7 97.1 120.0 35.7 . 51.4 71.4 42" 37.1 84.8 97.1 23.8 34.3 47.6 48" 50-5/8" 92.4 120.0 120.0 .59.3 85.3 118.5 46" 96" 48.8 85.0 120.0 31.3 45.0 62.5 48" 144" 32.5 56.7 85.0 20.8 30.0 41,7 54" 82,2 120.0 120.0 52.7 75.9 105.3 54" 43.3 75.6 113.3 27.8 40.0 55.6 54" 28.9 50.4 75.6 - 28.7 37.0 60" 74.0 120.0 120.0 47.4 68.3 94.8 60" 39.0 68.0 102.0 25.0 36.0 50.0 60" 26.0 45.3 88.0 - 24.0 33.3 56" 67.2 117.2 120.0 43.1 62.1 86.2 66" 35.5 81.8 92.7 22.7 32.7 45.5 86" 23.6 41.2 61.8 - 21.8 30.3 72" 81.6 107.5 120.0 39.5 56.9 79.0 72" 32.5 58.7 85.0 20.8 30.0 41.7 72" 21.7 37,8 56.7 - 20.0 27.6 19-1/8" 120.0 120.0 120.0 119.5 120.0 120.0 19-1/8" 108.8 120.0 120.0 69.7 100.4 120.0 26-1/2" 120.0 120.0 120.0 86.3 120.0 120.0 26-1/2" 78.5 120.0 120.0 50.3 72.5 100.6 ARCHES TO BE INSCRIBE° R I 30' 118.9 120.0 120.0 76.2 109.7 120.0 30" 69.3 120.0 120.0 44.4 64.0 88.9 ANCN RS _1WICAL INSIDE ANC110RS RECTANGULAR SHAPE 37" 96.4 120.0 120.0 51.8 89.0 120.0 37" 56.2 98.0 120.0 36.0 51.9 72.1 HORIZONTAL MULUON 42" 84.9 120.0 120.0 54.4 _7 _ 78.4 108.8 42" 49.5 86.3 120.0 31.7 45.7 63.5 MULLION "'"'" NG r 48" 63" 74.3 120.0 120.0 47.6 68.6 95.2 48" 108" 43.3 75.6 113.3 27.8 40.0 55.6 GLAZ PRODUCT ` �, 54" 66.0 115.1 120.0 42.3 61.0 84.7 54" 38.5 67.2 100.7 VERRCAL -MULLroN 60" 59.4 103.6 120.0 38.1 54.9 76.2 60' 34.7 80.4 90.7 24.7 22.2 35.6 32.0 49.4 44.4 zd •' 7_' 68' 54.0 94.2 120.0 34.6 49.9 69.3 66" 31.5 54.9 82.4 20.2 29.1 40.4 GLAZING GLAZING vai ANCHOR AL 72- 49.5 86.3 120.0 31.7 _ 45.7 63.5 72" 28.9 50.4 75.8 - 28.7 37.0 PRODUCT PRODUCT /1 # GLAZING PRODUCT GLAZING PRODUCT ill!! 01111 II ALL LOADS ARE EXT.(+)/INT.(-). \..1YPICAL 'TTPICAL µOLORS NOTE: ANCHORS MULLION SPAN ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. WI W2 TYPICAL MULUON ARRANGEMENTS �i $ 3 § FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. BETWEEN WIDTHS OR SPANS ALLOWED) WI + W2 WIDTH (W) Eap. �GMLµM� VAD(INTERPOLATION - 2 n 70592 Approved as mmplyia0 with Hie Florida DailUi L7,•�DnIc2 / &L _ ,6 cA.N. 538 drawing no. M14-01 ANCHORS Mi�o1 I:ATHNIxl(71a7. 1sY-^_,iad, n'• ,,._ 1.4AN - ,S mitt sheet 4 of 9 ) TYPICAL ANCHORS 2 PER CLIP (1 ON EACH WING) 114 SMS 1-3/4" 0.C. MIN. 4 PER CUP ANCHORS TYPE 'A2' \\\ FLOATING CLIP SNUG FIT INSIDE MULL #14 SUS 1-3/4" O.C. MIN. 2 PER ANGLE TYPICAL ANCHORS 1 PER ANGLE TYPICAL ANCHORS TYPICAL ANCHORS_ 4 PER CLIP (2 ON EACH WING) 2 PER ANGLE Ei\ L7 S tU II II t 1 I I; 11II #14 SMS 1•3/4" O.C. MIN. 4 PER CUP 4 ANCHORS TYPE 'A4' FLOATING CLIP SNUG FIT INSIDE MULL #14 SMS 1-3/4" O.C. MIN.- 2 PER ANGLE CCNORET\ OR M AL ST UC 2 X 2 X 1/8" ALUM ANGLE CON�RF.TE\ OR M AL ST UC E .2XMANGLE2X 1/e" ALU APPurrcd as aonplying old' Iho Florida Doildil Cuo• Halo 42 O NO.1Fl MI s1rIN (AR • • ••• • • • ••• •• •• • • •• • •• •• • • • • • • • • •• • • • • • • • •••• • • •• • • •• •• • •• •• •• • • • • • • • •• • • • • • • • • • •• •• • • •• • • • • • •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • ••• • • • • •• • • • •• • • • •• •• • • • • • • •• • • • • • • • • •• • TYI'ICAI. ANCHORS: ANCHOR TYPES SUBSTRATE MIN. EMBED. IAIN. EDGE DST. 1/4" DIA. ULTRACONS BY •ELCO• (Fo-177 KS1, Fy-155 K51) CONCRETE 1-3/4" 2-1/2" 1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) METAL 1/8" 3/4" CONCRETE = 1'c - 3000 PSI MIN. METAL s 1/8" MIN. THK. STEEL Fyn 36 K51 MIN. 1/8" MIN. INK. ALUMINUM (6063-T5 MIN.) ANCHORS MAY BE HEX OR FLAT HEAD. ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULUONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO OE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHAORYIATE LACQUER. Engr: JAVAD MAD CML FLA PE 1 70592 AN C. 530 • MAY 23111 Y c O 5, drawing no. M14-01 sheet 5 0(C TYPICAL TYPICAL ANCHORS 6 PER CLIP (3 ON EACH PIING) #14 SMS 1-3/4" 0.C. MIN. 6 PER CUP I 7 ci1 1 II I I 1 I I I I 1 1 I � 1 ANCHORS TYPE 'A6' TYPICAL ANCHORS 3 PER ANGLE FLOATING CLIP SNUG F1T INSIDE MULL #14 SMS I-3/4' 0.C. MIN. 3 PER ANGLE Approedoi flniL., [NW Due NOA11Minot rn ( k'. -( 1 • • ••• • • • • •• •• • • •• • •• •• • • • • •• •• •• •• • • • • • •• •••• •• • • • •• •• • •• •• • •• • • • • •• • • • • • • • • •• •• •• • •• • • . • • • • •• •• • • • • • • • • • \C•• • • • • • • • • • • • •• • • • •• • • • •• • • • • • to ♦• • • • • • ••w •• 2X 2X 1/8" ALUM ANGLE TYPICAI. ANCHORS: ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. 1/4` DN. ULTRACONS BY 'ELCO' (Fu®177 KSI, Fyw155 KS1) CONCRETE 1-3/4" 2-1/2" 1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) METAL I/6' 3/4" CONCRETE I'c 3000 PSI MIN. METAL a 1/8" MIN. THK. STEEL Fy . 36 KSI MIN. 1/8" MIN. TIIK. ALUMINUM (6063-T5 MIN.) ANCHORS MAY BE HEX 0R FLAT HEAD. ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. Engr: JAVAD AHMAO CIVIL FlA PE # 70592 CAN. 3538 MAY 2 ,3 20'141 drawing no. M14-01 sheet 6 of 9 TYPICAL ANCHORS 2 PER CUP (1 ON EACH WING) FLOATING CLIP SNUG FIT INSIDE MULL /14 SMS 1-3/4" O.C. MIN. 4 PER CUP ANCHORS TYPE 'B2' TYPICAL ANCHORS 4 PER CLIP (2 ON EACH WING) R�� \ �• 5 tUR 114 SMS 1-3/4" 0.C. MIN. 4 PER CLIP 3/8" MIN. TMP— TracnL ANCHORS TYPE 'B4a' R TYPICAL ANCHORS 1 PER MOLE F0.LE0 BLOCK 0R SI. C A2LUXM2 X 18' ANGL /14 SMS 1-3/4" 0.C. MIN. 2 PER ANGLE FLOATING CLIP SNUG FR INSIDE MULL 114 SMS 1-3/4" O.C. MIN. 2 PER ANGLE TYPICAL ANCHORS 2 PER ANGLE • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• • • •• • • •• •• • •• •• •• • • • • • • •• •• • • • • • • • • • • •• •• •• • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Appmvcd to co op4 4 Nh11411c 19oMn Uuildi rronn .A �" 6 M' l , , • o dmi Conte Lttf4:��-• • •• • • • •• • • • •• • • • • • • •• • • • • • • • • •• TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MIN. EMDEO. MIN. EDGE DIST. 1/4" CIA. ULTRACONS BY 'ELCO' (Fu=177 KSI, Fy=155 HSI) MASONRY 1-3/4" 2-1/2" W000 1-1/2" 1" W000 = 28Y W000 DUCKS OR W000 STRUCTURE S.G. m 0.55 MIN. MASONRY n C-90 HOLLOW/FILLED OLOCK f'm 2000 PSI MIN. IBT' OR 2BY WOOD BUCKS NOT BY ECO WINDOW MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER TIIEM TO BUILDING STRUCTURE. ANCHORS MAY BE HEX OR FLAT HEAD. Engr. JAVAD AHMIAD CML F1A PE / 70592 CAN. 3538 E,4CrY 1 3 20 z o pE 1B rSWO{ y� 81 G 1"' Oiaa aVII drawing no. M14-01 (sheet 7 of 9 1 TYPICAL ANCHORS 4 PER CLIP (2 ON EACH YANG) N14 SMS 1-3/4' O.C. MIN. 6 PER CUP ANCHORS TYPE `B4b' A TYPICAL ANCHORS 2 PER ANGLE FLOATING CLIP SNUG FIT INSIDE MULL N14 SUS 1--3/4' O.C. 1.11N. 3 PER ANGLE • . .•. . • . ..• •. •. • • •• • .. •. • • • • . •. •. •• •• • • . •• • . •. •.•. •• • • • . •. •• • •• •• • • • •.• . •. •• • . .•• • ▪ .• .• •• . . •. • •• • •• . . • • • LL ru ' F1 t\BCK,T .•• t ,'yy11 D L n` 0. ST:U OR • • • • • ALU2 5M 2ANCL X 1 8' Approved as annplyingo-04 Yee Plorida IInild'tg Dale O NOAN Minai�: PSyduiy •1 • • • • • • ••. • •. •.. •• • • .• . • • • ••• .. TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. I/4' DW. ULTRACONS BY 'ELCO' (Fu4177 KSI. Fy=155 KSI) MASONRY 1-3/4' 2-1/2' WOOD 1-1/2" I' WOOD = 2BY WOOD BUCKS OR WOOD STRUCTURE S.G. = 0.55 MIN. MASONRY = C-90 HOLLOW/FILLED BLOCK Ern = 2000 P51 MIN. IBY OR 2DY WOOD BUCKS NOT BY ECO WINDOW MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO BUILDING STRUCTURE. ANCHORS MAY DE HEX OR FLAT HEAD. Engr: JAVAD NIMAO CML FLA PE ,, 70592 CAN. 3538 MA\ L 3 20 4 as CC iPc? hi L Uy1 o ,42 - lel n N 0oN1 Ti Z• 1�m 3 z n µ C] W O0 p drawing no. M14-01 (sheet 8 of 9 ACCESS HOLE • • ••• • • • ••• •• •• • • • •• •• • •• • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• SEE CHART FOR QUANTITIES - TUBE MULLION #14 FH SM5 2/ SIDE 1/8" THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO LULUON TUBES MAY BE NOTCHED AS SIIOWN TO ALLOW INSTALLATION OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY THIS SCREW CAN BE INSTALLE0 IN EITHER - DIRECTION -TUBE MULLION 114 PH SATS 1-1/2" O.C. MIN. SEE CHART FOR QUANTITIES #14 FH SAS 2 PER CLIP I" 0.C. MIN. --4 1-3/4" X 2" X 1/8" (FOR 28Y TUBE) 3/4" X 2" X 1/8" FOR (1BY TUBE) ALUM ANGLC CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL #1 METAL TO METAL CONNECTION #14 SMS SUBSTRATE Ed. a MIN. EDGE 015T. MIN. CL TO CL SPACING ALUMINUM 5/8" 1/2" • • • • • •• •• •• • • •• •• • • • • • • • • • • • • • • • • • • • • • • •s• ••• • ••• ••• • Appmvtd NOONH`iyhly HalNlp T'Mddn d' 1!y Mfg NOAII " Mull V4 I!:tbl 1Ty- r ., ANCHOR CHART N0, OF SCREWS TYP• 102 TYPE A4 • 2• • 3• TYPI A6 •/• • •• ••• •• • • • • • • •• • • • • • ••• •• En9r: JAYAD IMIMAD CM. RA. PE i 70592 CAN. 038 PIM 'fa !,(N144 8. �14) �- J z g I ar O 81 tl o0q� t E5 o ur pi :ilea I 8 0 4 to 2 0 J 3 CD) 3 H 2 2 J Q Dyttlescrip on e a V 2 • 8 drawing r o. M 14-01 sheet 9 of 9 ) IIflIIIIIIIIIIIIIAIIIIIIIIIIIIIIIIIIIIIIIIII Restrictive Covenant Declaration of Use Prepared by: Erni kj M. biad CI) le, El. DECLARATION OF USE KNOW ALL MEN BY THESE PRESENTS: CFN 20.16R0309167 OR BK 30089 Ps 3833 (1Pss) RECORDED 05/25/2016 1046:24 HARVEY RUVIN, CLERK OF COURT MIAMI-DADE COUNTY, FLORIDA WHEREAS, the undersigned Eisilti ?A. g„,lt~k vrnd jr M. Ketolciff,is/are the fee simple owner(s) of the following described property ("Propert) situated and being in Miar'n'Shores Village, Florida: Lot(s) - 5 Block 2e)1 of Dvnn;ey"s rf,.m; .Sew() Ewuu.M f.b. i (Subdivision), according to the plat thereof, as recorded in the Plat Book 411 Page 51 of the Public Records of Miami -Dade County, Florida, (address) 134 NE /nom Siyu.1, 9,44#4.. Sn..ct Ft A_Irtar and WHEREAS, the undersigned owner(s) have sought certain development approval from Miami Shores and are providing this document in consideration thereof and to induce the Village to grant same: • . ...... •..... NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which is a°knov.Iedged, . • the undersigned do(es) hereby declare and agree: • ••• • • • • • ...... • 1. That the Property will not be used in violation of any ordinance of Miami Shores�rlleege or Midtni-Dade. • • • •; • County now in effect or hereinafter enacted. • • • • 2. That the property will be used for a single family residence only. �' • • • • • "" • 3. That he/she will not convey or cause to be conveyed the title to the above proffer j�vlthout tequia �g the • •. •' successor in title to abide by all terms and conditions set forth herein. • • • • • • .. .. • FURTHER, the undersigned declare(s) that this covenant is intended and shall constiZtltt? i�strictive cotenant ....:. concerning the use, enjoyment and title to the above Property: and shall constitute a covenanttunning with 4ve.lapal and • . shall be binding upon the undersigned, his/her successors and assigns and may only be released by Miami Shores • • • • • Village, or its successors, in accordance with the codes, rules and regulations of said Villag2 then in effer • ; • . • IN WITNESS WHEREOF, the undersigned has/have caused .r hand(s) and seal(s) to be affixed hereto on this 20' day of MI , 201 in . WITNESS(ES) Signatur6` and Print — deb ( J Signature and Print OWNERS: Signature and Print Signature and Print ...101.0.9 ram. Itelok PP SQ4' ft Us STATE OF FLORIDA COUNTY OF MIAMI-DADE ) r- 1 HEREBY CERTIFY that on this day personally appeared before me EMI Ly BQ L who is personally known tog or has produced (type of identification) as identification and he/she acknowledge that he/she executed the foregoing, freely and voluntarily, for purposes therein expressed. 1:t SWORN TO AND SUBSCRIBED before me on this day o; a , 201 G) My commission expires: NATASHA M. SMm t NOTARY PUBUC !=a STATE OF FLORIDA Comm* EE842383 Expires 1/28/2017 IC, STATE OF FLORIDA BOUNDARY SURVEY Property Address: 150 NE 108 STREET, MIAMI SHORES, FLORIDA 33161 LEGAL DESCRIPTION: Lot 4, Block 209 of "DUNNING'S MIAMI SHORES EXTENSION NO. 5" according to the plat thereof as recorded in Plat Book 48 at Page 21 of the Public Records of Miami -Dade County, Florida. SURVEYOR'S NOTES: 1) The above captioned Property was surveyed and described based on the above Legal Description: Provided by Client 2) This Certification is only for the lands as described. It is not a certification of Title, Zoning, Easements, or Freedom of Encumbrances. ABSTRACT NOT REVIEWED. 3) There may be additional Restrictions not shown on this survey that may be found in the Public Records of this County, Examination of ABSTRACT OF TITLE will have to be made to determine recorded instruments, if any affecting this property. 4) Accuracy: The expected use of the land, as classified in the Standards of Practice (5J-17FAC), is "Residential High Risk". The minimum relative distance accuracy for this type of boundary survey is 1 foot in 10,000 feet. The accuracy obtained by measurement and calculation of a closed geometric figure was found to exceed this requirement. 5) Foundations and/or footings that may cross beyond the boundary lines of the parcel herein described are not shown hereon. 6) Not valid without the signature and the original raised seal of a Florida Licensed Surveyor and Mapper. Additions or deletions to survey maps or reports by other than the signing party or parties are prohibited without written consent of the signing party or parties. 7) Contact the appropriate authority prior to any design work on the herein -described parcel for • • Buidinq,pnd 4onjg information. $,j•••: Underground •ufiliti6s are not depicted hereon, contact the appropriate authority prior to any design work or gongtruction on the property herein described. Surveyor shall be notified as to any ;• deviation from•Iitilities shown hereon. 9), • • Area;e he PrppgrJy: N/A 1111:Ownership subfests to OPINION OF TITLE. 11)..: Typeof•Survey BOUNDARY SURVEY 12) • North'arrow diMion and bearings are based on Recorded Plat Book 48 at Page 21 of the Public • • • \ • Regrets pf Dade,Dounty, Florida. 134Ele.ations are based on the National Geodetic Vertical Datum of 1929. 14) Benet Mark Used: Miami -Dade Benchmark. 15) Flood Zone: "X" Base Flood Elev.: N/A as per Miami -Dade County, Florida. FEMA Panel Number: 120652-0302-L-SEPTEMBER 11, 2009 16) This PLAN OF SURVEY has been prepared for the exclusive use of the entities named hereon. The Certificate does not extend to any unnamed party: A.) JEFFREY KOLOKOFF and EMILY BRADFUTE SURVEYOR'S CERTIFICATE: I Hereby Certify to the best of my knowledge and belief that this drawing is a true and correct representation of the BOUNDARY SURVEY of the real property described hereon. I further certify that this survey was prepared in accordance with the applicable provisions of Chapter 5J-17, Florida Administrative Code. Field Date: November 18, 2016 Job #: RP16-1029 Pablo J. Alfonso P.S.M. Professional Surveyor & Mapper State of Florida Reg. No.5880 _ LAND SURVEYORS, I N C. 6175 NW 153rd STREET, SUITE 103, MIAMI LAKES, FLORIDA 33014 Phone: 305-822-6062 ** 305-698-9468 ** Fax: 30E-827-9669 Page 1 of 2 F:\BOUNDARY-SURVEY-NOTES\I 100 NE 151 TERRACE - MIAMI - 1 I-03-16.doc BOUNDARY SURVEY F:\DRAWNG\150 NE 108 STREET.dwg 11/18/2016 N N.E. 108th. STREET Rib 16.5' ASPHALT PAVEMENT 75' TOTAL RIGHT-OF-WAY ASPHALT DRIVEWAY '• x FIP. 1/2" No I.D. Nc I.D. 75.00'x1° ..: a 5' SIDEWALK 0.4' 89'48'44" [D N 10' • • ems•. • O • J • M • CO • •aV • . .« LIP • • 1-.••• • • ••. � w • • • U • • • • • if • ••••J • • • • it U • • •• 89'46'29" ( 0_4' a �. • • • • 114 • • .. •• • • 4 18.55' cw � ce ..•• 10.1 •'•i2.10' 9. 4 0 30'11'16" x'`� b �� (ri N \4) x� 10.1' N 10.90' 1-STORY RES# 150 F.F.E= +13.06' 0 18.05' O 25.40' CD O Lri In 13.00' 11.85' °'•i r7 • 'BRIC •.4. • .• Lt ) •:"�% .fir. COV,isREO. mod• is PA4TIO / e x1p. 34.8' 0.3 A/C UNIT 10.1' 0.3' —//—//- 0.1 e x1o/\6' WOOD FENCE 89'46'29" x'`� w U O 0.1' IN: 1/2 No I.D. HO HO 75:00' 15' ALLEY PER PLAT HO HO 10' PAVED ALLEY HO H0 HO HO HO H0 H0 225.00' BLOCK-209 BLOCK CORNER FIP. 1/2" No I.D. SCALE: 1" = 20' No I.O. H0 MCI ®ate LAND SURVEYORS, INC. PHONE: 305-822-6062 * FAX: 305-827-9669 6175 NW 153rd STREET SUITE 321 MIAMI LAKES FL. 33014 LEGEND OH Overhead Wire Line // Wood Fence x Chain Link Fence ❑ Iron Fence Monument Line — Centerline Property Line i• =Existing Elevations in =Catch Basin ® =Water Meter ® =Electric Box Q =Sanitary Manhole =Sprinkler Pump c-Q., =Wood Pole =Conc. Pole =Light Pole Z.,A =Fire Hydrant ri =Water Valve =Inlet FHL =Florida Power Light Transformer ® =Cable Tv Box ©M =Electric Meter Box IIIIIII A/C=Air Conditioner Conc. =Concrete C.B.S. =Concrete Block & Stucco D.E. =Drainage Easement D.M.E.=Drainage Maintenance._ Easement F.F.E. =Finish Floor Elevation F.I.P. =Found Iron Pipe/Pin F.I.R. =Found Iron Reber F.N. =Found Nail F.N&D =Found Nail & Disc L.M.E. =Lake Maintenance Easement (M) =Measured (P) =Platted (R) =Record Res. =Residence SIP/R =Set Iron Pin/Rebar U.E. =Utility Easement A=Arc BRG=Bearing CH=Chord A=Delta L=Length R=Radius T=Tangent Page 2 of 2 PINNELL SURVEY, INC. 5300 W. HILLSBORO BLVD., SUITE 215-A COCONUT CREEK, FLORIDA 33073 PHONE(954)418-4940 FAX(954)418-4941 EMAIL: order@sfland.net C2RTIFICATE NO.: LB6857 SURVEY ADDRESS: 150 N.E. 108TH STREET MIAMI SHORES, FLORIDA 33161 FLOOD ZONE & ELEVATIONS: FLOOD ZONE: X BASE FLOOD ELEVATION: N/A CONTROL PANEL NO.: 120652-0302-L DATE OF FIRM INDEX: 09/11/09 CERTIFY TO: 1. JEFFREY KOLOKOFF 2. EM LY BRADFUTE 3. BEIGHLEY, MYRICK & UDELL, P.A. 4. OLD REPUBLIC NATIONAL MULE INSURANCE COMPANY 5. BB&T, ITS SUCCESSORS AND/OR ASSIGNS, AS THEIR INTEREST MAY APPEAR POTENTIAL ENCROACHMENTS: 1.4 FOOT CHAIN LINK FENCE AND 5 FOOT WOOD FENCE CROSS OVER THE EASTERLY PROPERTY LINE. LEGAL DESCRIPTION: LOT 4, BLOCK 209, OF "DUNNING'S MIAMI SHORES EXTENSION NO. 5", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 48, AT PAGE 21, OF THE PUBLIC RECORDS OF MIAMT-DADE COUNTY, FLORIDA. • • • • • • •• • • • • • • • • • • • • • • • •• • • • � • • • • • • • • v • • • • • • • • • • • • LEGEND & ABBREVIATIONS: A =ARC A/C = AIR CONDITIONER A.E. = ANCHOR EASEMENT ASPH. = ASPHALT B.M. = BENCHMARK B.C.R. = BROWARD COUNTY RECORDS C.B.S. = CONCRETE BLOCK STRUCTURE CHATT. = CHATTAHOOCHEE CONC. = CONCRETE C.L.F. = CHAIN LINK FENCE C.L.P. = CONCRETE LIGHT POLE (C) = CALCULATED C.B. = CHORD BEARING C.R. = CABLE RISER (D) = DEED D.B. = DEED BOOK M-D.C.R.= MIAMI-DADE COUNTY RECORDS P.B. = PLAT BOOK D.E. = DRAINAGE EASEMENT ELEV. = ELEVATION E.M. = ELECTRIC METER F.P. & L. = FLORIDA POWER & LIGHT L.B. = LICENSED BUSINESS L.P. = LIGHT POLE M.H. = MANHOLE (M)' =MEASURED MAINT. = MAINTENANCE NO. = NUMBER N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM O.H. = OVERHANG O.R.B. = OFFICIAL RECORDS BOOK O/S = OFFSET (P) = PLAT P.B.C.R. = PALM BEACH COUNTY RECORDS • • • •• • • • • POINT OF CURVA1 • P.P. • POINT•Ot EITERSECTION' P.R.C. = PO1NI'•OF REVERSE CURVE P.O.B. = POINT OF BEGINNING P.O.C. = POINT OF COMMENCEMENT P.P. = POWER POLE R = RADIUS RES. = RESIDENCE R/W = RIGHT-OF-WAY T = TANGENT (TYP.) = TYPICAL U.E. = UTILITY EASEMENT W.F. = WOOD FENCE W.M. = WATER METER L1 = DELTA OR CENTRAL ANGLE = CENTERLINE = ELEVATION GENERAL NOTES: 1. TYPE OF SURVEY: BOUNDARY 2. IF THIS SURVEY HAS BEEN REVISED AS INDICATED IN THE REVISION BOX SHOWN HEREON, THEN ANY AND ALL PREVIOUS VERSIONS OF THIS SURVEY PREPARED BY PINNELL SURVEY, INC. ARE NULL & VOID. 3. THE PROPERTY SHOWN HEREON WAS NOT ABSTRACTED FOR OWNERSHIP, RIGHTS -OF -WAY, EASEMENTS OR OTHER MATTERS OF RECORD BY PINNELL SURVEY, INC. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT DEPII; IEU ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THE COUNTY, FOR WHICH THE SUBJECT PROPERTY IS LOCATED IN. 4. UNLESS OTHERWISE NOTED, FIELD MEASUREMENTS ARE IN AGREEMENT WITH RECORD MEASUREMENTS. 5. ELEVATIONS SHOWN HEREON (IF ANY) ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. 6. UNDERGROUND IMPROVEMENTS AND UTILITIES ARE NOT LOCATED. 7. FENCE AND WALL OWNERSHIP IS NOT DETERMINED. 8. THIS DRAWING IS THE PROPERTY OF PINNELL SURVEY, INC. AND SHALL NOT BE USED OR REPRODUCED, WHOLE OR IN PART WITHOUT WRITTEN PERMISSION & AUTHORIZATION FROM PINNELL SURVEY, INC. 9. ALL EASEMENTS SHOWN ON THE ATTACHED DRAWING ARE PER THE RECORD PLAT (UNLESS OTHERWISE NOTED). 10. THIS SURVEY IS FOR MORTGAGE AND T1TLE PURPOSES ONLY. CERTIFICATION: THIS IS TO CERTIFY THAT I HAVE RECENTLY SURVEYED THE PROPERTY DESCRIBED IN THE FOREGOING TITLE CAPTION AND HAVE SET OR FOUND MONUMENTS AS INDICA 1ED ON THIS SKETCH AND THAT SAID ABOVE GROUND SURVEY AND SKETCH ARE ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. I FURTHER CERTIFY THAT THIS SURVEY MEETS MINIMUM TECHNICAL STANDARDS UNDER RULE 5J-17, FLORIDA ADMINISTRATIVE CODE, ADOPTED BY THE FLORIDA STATE BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS. THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ,f J ' 5 ,13 JASON H. PINNELL' PROFESSIONAL SURVEYOR & MAPPER LICENSE NO. 5734, STATE OF FLORIDA E REVISIONS DATE CHK'D BY SKETCH NO.: 13-0332 ' DATE OF SURVEY: 03/14/13 CHECKED BY: S.A. FIELD BOOK/PAGE: 437/65 SIDE 1 OF 2 • N• E. 108th STREET:-:- • (75' RIGHT OF WAY) . . • • :16.5' ASPHALT PAVEMENT • ' • ASPHALT DRIVEWAY... FOUND 3/4" IRON PIPE 4. 75.00'4 • a 5' CONC. WALK • c. FOUND 1/2" IRON PIPE o/s 0.04'(S) 0.31'(E) 225.00' 5' W.F. 10.08' 0.45' E.// // — 4' C.L.F./--/ 5' W.F. 0.15' W. CN <0,6°3 L() CNI 4' C.L.F. 0.40' N. 0.40' W. COVERED ENTRY 'o.• 0 v n a 0 vi N 10.03' 9d 5' W.F. 0.45' N. 18.55' 12.1' // N. o LTILED L N ;7' , PLAN TF�. 10.9' 1 STORY C.B.S. RESIDENCE #150 iN 11.85' °f 18.05' 25.4' s. COVERED BRICK PATIO LOT 4 BLOCK 209 • • ,ono • • • a• • B1 �CK c) •••• .▪ CjER o • POUND 1/2"J • • • ,6 IROa PIPE N • • • • • • • •••• • • • • • • • • • • • • • • • • 0.34 • • • WALL • • • • • •f • • —// / •u• • ••••�} 9.98'� ( - ► • • Q I . • • LL • • • • • t r, • • • • ► -1 n U - N •• •• •• • • •••0 O a•oJ #• • •!!• • N \ ti • • • N 3 N • • • \ 'n (:3 in 13.0' 10.00' — //— r-; .w u_ 10 t • j o s 9' � .0 N 0\' • 5' W.F. 79" 1.40' N. LIMITS 5' W.F. PLAT \ • .0'N. f 1.90' / 0.20'E. r S FOUND 3/4" IRON PIPE o/s 0.13'(N) 0.14'(W) 75.00' .' 10' ASPHALT PAVEMENT,,: FOUND 1/2" IRON ROD o/s 0.25'(S) 0.10'(W) DUNNING'S MIAMI SHORES EXTENSION NO. 3 (P.B. 42, PG. 33) SCALE: 1' = 20' DRAWN BY: SP SKETCH NO.: 13-03321 SIDE 2 OF 2 ( "•-• -re 1.; ;S• antr---rerantat.:—:, 7 4 K., • 4 • v4 4- Certificate of Completion Miami Shores Village 10050 NE 2 Ave, Miami Shores FL, 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Date Issued Occupancy Load Occupancy Type Applicable Code 150 NE 108 ST Miami Shores, FL 33138-2439 • %.'4 { SPECTIO RC Permit NO. 1 MI T N SITE -2 8 PermitPerrnitl ReSh',entia Construction tivort, .!-.1.q.itioniAtteratiort ssue Date: 3/30/2017 velAt, viscommat Iry E I -CuLS s '070171.767,-T43 o: .t https:iibldg.miamishoresviilage.comic.p REQJL:LI EPE3 OJKINU LLZAM - M THE FOLLOWING F3OSINE,SS DAY Requests must be received by 3 pm for following c ay inspections, Miami Shores Village 0050 N.E. 2nd Avenue rillarni Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (30;)756-8972 Residential Coristruction 11•11101....11.11. -,emorso.. 9.16•11.••••• Own..:'.L:r;e: Emily Brdfute job Address: 150 NE108 Street Miami Shores, Fl 33161- Boici Niimbpr. 3356 - - - i/t.e crti _ irriary kr.,•,:.E.)685-0412 Yes.. WS .9 • • • 00.•• • IS 1M ft 9/•A••• MMOW.O.IIIN g1414latZ ege/S'diol, '041‘ e"ffl>" s2-'" 4v Wit`,A.--- "e pfxket72 "Iasi -24,0„/4_ • e_ -3 a dka„ ,-- t, 1111•11•0"... pgilni ,all7 Expir,7<3. k.L1 4.41 1 1 47' :it (7: 1 '1.1!JMNI.11 31101 Total Square -Eet: 1131 Tnf S 1,P.500 00 VJORK IS A - 4DAv 7 it' C r -- SATURDAY 8:00,, - r NO WORK B.hLDfl r-I, MONDAY THROirl' FR • -.4 (-1.tst,„D'" v Vh_L Bh MADE.' iNLESS FriE PERMiT CARD IS DISPLAYIDAND HAS Btr,..N APr'ROVE-:D. -IF:C. P. r' IJCAN 5 RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND,EXPOSED FCF: THL BL u, CFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILEC IN THE REMO`r7-,,L REQUIRED TC, ALLOW INSPECTION WAR'; TO OWNERYOUR FAILURE TO RECOrn COM!III7FNCFIVIENT MAY RESULT IN YOUR PAYINt3 TWICE r-t_nl JUR PROPER11. A .7.10TICE OF COMMENCE ENT A C "OSTED ON THE ,JOB SITE BEFORE 17-IE. HRST ;•• c.44.4^.07 4:446, .44.-- 11/—%, MOM OBTA[it,4 'FNANC!NG, CONSULT WITH BFFORE COMMENCING ORK OR RE:',X)Filr'! C Nil V! NC. EMENT. OF —s`t wtiaa�415 — Sly S 70 a) fkgrt wrickir t* Y is i rritt, r a "Op 1//1) INSPECTION RECORD .STRUCTURAL INSPECTION DA1E NSP Foundation i)); i LI Stemwall t Slab ,, /� Columns 1st Lift) 0 rI /0 Columns (2nd Lift) Tie Beam 7/� ) )' d Truss/Rafters Roof Sheathing , c� 7 Z, / ' Bucks Windows/Doors 11101 ► /1 Interior Framing � 'Pf / Insulation 7 7 Ceiling Grid Drywall 04jf0A- � %. Firewall ) �'( �°' .� Wire Lath Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway Driveway Base Tin Cap Roof in Progress Mop in Progress Final Roof Shutters Attachment Final Shutters Rails and Guardrails ADA compliance FINAL DOCUMENTS iil /i1/A Soil Bearing Cert h 7 Soil Treatment Cert 2) 1 Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS ZONING INSPECTION Zoning Final DATE INSP ZONING COMMENTS ELECTRICAL INSPECTION DATE INSP Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling Roug Rough Telephone Rough Telephone Final TV Rough TV Final Cable Rough Cable Final Intercom Rough Intercom Final Alarm Rough Alarm Final Fire Alarm Rough Fire Alarm Final Service Work With FINAL ELECTRICAL COMMENTS INSPECTION Final Sprinkler Final Alarm PLUMBING INSPECTION Rough Cr+LttJ Water Service DATE INSP 2nd Rough Top Out P e' c Fire Sprinklers Septic Tank Sewer Hook-up Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains MECII4NICAL INSPECTION DATE INSP Underground Pi Rough Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-306572 Permit Number: RC-11-16-2986 Inspection Date: June 15, 2018 Inspector: Kendall, Travis Owner: Bradfute, Emily Job Address: 150 NE 108 Street Miami Shores, FL 33161- Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition/Alteration Phone Number 305 679-9744 Parcel Number 1121360100040 Phone: (305)685-0412 Building Department Comments NEW ADDITION OF A 807 MASTER SUITE LAUNDRY WITH A RELOCATING GARAGE 324. 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. For Inspections please call: (305)762-4949 June 15, 2018 Page 1 of 1 BOUNDARY SURVEY Property Address: 150 NE 108 STREET, MIAMI SHORES, FLORIDA 33161 LEGAL DESCRIPTION: Lot 4, Block 209 of "DUNNING'S MIAMI SHORES EXTENSION NO. 5" according to the plat thereof as recorded in Plat Book 48 at Page 21 of the Public Records of Miami; = • - County, Florida. ••..'• ""• SURVEYOR'S NOTES: • 1) The above captioned Property was surveyed and described based' ora the: •above L2gal • Description: Provided by Client. . ... • • 2) This Certification is only for the lands as described. It is not a certification of MI6; Zoraing:. Easements, or Freedom of Encumbrances. ABSTRACT NOT REVIEWED:': • •. 3) There may be additional Restrictions not shown on this survey that mgy bQ foun@ia:the PLb11'�� Records of this County, Examination of ABSTRACT OF TITLE will have'tobA made.tadeterptire: • • • recorded instruments, if any affecting this property. •• • 4) Accuracy: The expected use of the land, as classified in the Standards of Practice (5J-17FAC), is "Residential High Risk". The minimum relative distance accuracy for this type of boundary survey is 1 foot in 10,000 feet. The accuracy obtained by measurement and calculation of a closed geometric figure was found to exceed this requirement. 5) Foundations and/or footings that may cross beyond the boundary lines of the parcel herein described are not shown hereon. 6) Not valid without the signature and the original raised seal of a Florida Licensed Surveyor and 'Mapper. Additions or deletions to survey maps or reports by other than the signing party or parties are prohibited without written consent of the signing party or parties. 7) Contact the appropriate authority prior to any design work on the herein -described parcel for Building and Zoning information. 8) Underground utilities are not depicted hereon, contact the appropriate authority prior to any design work or construction on the property herein described. Surveyor shall be notified as to any deviation from utilities shown hereon. 9) Area of the Property: N/A 10) Ownership subjects to OPINION OF TITLE. 11) Type of Survey: BOUNDARY SURVEY 12) North arrow direction and bearings are based on Recorded Plat Book 48 at Page 21 of the Public Records of Dade County, Florida. 13) Elevations are based on the National Geodetic Vertical Datum of 1929. 14) Bench Mark Used: Miami -Dade Benchmark. 15) Flood Zone: "X" Base Flood Elev.: N/A as per Miami -Dade County, Florida. FEMA Panel Number: 120652-0302-L-SEPTEMBER 11, 2009 16) This PLAN OF SURVEY has been prepared for the exclusive use of the entities named hereon. The Certificate does not extend to any unnamed party: A.) JEFFREY KOLOKOFF and EMILY BRADFUTE SURVEYOR'S CERTIFICATE: I Hereby Certify to the best of my knowledge and belief that this drawing is a true and correct representation of the BOUNDARY SURVEY of the real property described hereon. further certify that this survey was prepared in accordance with the applicable provisions of Chapter 5J-17, Florida Administrative Code. Field Date: April 18, 2018 Job #: RP18-0429 41ii) LAND SURVEYORS, I N C. 6175 NW 153" STREET, SUITE 103', MIAMI LAKES, FLORIDA 33014 Phone: 305-822-6062 ** 305-698-9468 ** Fax: 305-827-9669 Pablo J. Alfonso P.S.M. Professional Surveyor & Mapper State of Florida Reg. No.5880 OY/.�1, ®0Mir Page 1 of 2 F:\BOUNDARY-SURVEY-NOTES1100 NE 151 TERRACE - MIAMI - 1I-03-16.doc i BOUNDARY SURVEY F:\DRAWING\150 NE 108 STREET.dwg 02/08/2018 CV N FIF. 1/"2-- N.E. 108th. STREET q0 16.5' ASPHALT PAVEMENT 75' TOTAL RIGHT—OF—WAY ASPHALT DRIVEWAY Nc I.D. 75.00'x\° FIP. 1/2" No I.D. _ o •5' SIDEWALK ! �o�- BLOCK-209 I 0 J 0.4' 89'48'44" ✓ r7 (O N 101' —,J ' CHAIN LINK FENCE 10.0' 4 0 90'11'16" .�• ti x C) ui N x� 10.1' 18.55' 16.25' •.•RAH 10.90' 1—STORY RES# 150 F.F.E= +13.06' 11.70' 25.40' A/C UNIT 10.1' in 13.00' 14.00' a PRtHN 9.8' 11.9' 89'46'29" 9.7' ( 0.4' F1N: 1/2- No I.D. w 10.6' /! TILED 26.0' POOL 12.9' CO a' POOL PUMP o• cb 31.1 :9'46'299; x1WOOD FENCE x. 75.00 15' ALLEY PER PLAT LJ U Z W 0 O 0.3—%— 0.3' 0.1' 10' PA' D ALLEY FIP. 1/2" No I.D. H0 - HO(-f-- HO - HO - HO - HO H0 HO HO HO HO - H0 H • • • . • .. . ..•. . • .. .. . • . . . •. . N 9 .••• • • .... •.•. . . . • � . • BLOCIt 6 • . • . • CORNuR6 •' • 6 • • FIP. 16/2'6• ; • • No I.D. •. • . —•..-..-•0 • . .. . . . . ..• . • • SCALE: 1" = 20' >- m w cc a a 8 MCINfIXI=PKet7JORTF •� LAND SURVEYORS. INC. PHONE: 305-822-6062 * FAX: 305-827-9669 6175 NW 153rd STREET SUITE 321 MIAMI LAKES FL. 33014 LEGEND OH Overhead Wire Line // Wood Fence Chain Link Fence ❑ Iron Fence {�} Monument Line — Centerline Property Line + =Existing Elevations 0 =Catch Basin ® =Water Meter ® =Electric Box QS =Sanitary Manhole k =Sprinkler Pump =Wood Pole MI =Conc. Pole ;X =Light Pole Zrez) =Fire Hydrant =Water Valve =Inlet =Florida Power Light Transformer =Cable Tv Box QM =Electric Meter Box Illllll A/C=Air Conditioner Conc. =Concrete C.B.S. =Concrete Block & Stucco D.E. =Drainage Easement D.M.E.=Drainage Maintenance Easement F.F.E. =Finish Floor Elevation F.I.P. =Found Iron Pipe/Pin F.I.R. =Found Iron Rebar F.N. =Found Nail F.N&D =Found Nail & Disc L.M.E. =Lake Maintenance Easement (M) =Measured (P) =Platted (R) =Record Res. =Residence SIP/R =Set Iron Pin/Rebar U.E. =Utility Easement A=Arc BRG=Bearing CH=Chord A=Delta L=Length R=Radius T=Tangent 5 W Q C cc • Page 2 of 2 tCTION FZEC 4 Permit NO.RC T Nsi SITE 986 Permit Tyli.r.-7k&A.tential Construction Work AtiOitionlAReration Expires: 09/26/2017 Iry 0 F.• 1:pC JCS 6 ,L1-176`.--T49 0: 4. r ct https:i/bidg.miamishoresviiiage.comic.ri REQJLC 1.3 Ai:: AC:CEP". E.: 3-11-,INLI t.:„CAN: - 3.JFM FC:*< THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following cay inspections. Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone (305)795-2204 Fax (305)756-8972 RsidetaI Cohti;truction Issue Date: 3/30/2017 WINNOWS\ OWNISIIONSINWOWNWNWNO Ow ErnFlv Br?dfute Job Acithess: 150 NE108 Street Miami Shores FL 33161- Bond Number 3356 e:,; .7" 4,17*.iiir,‘"Be:Tf2,ri454) Priorr" F:ultriary COiltractot 0,1 136:P100040 ,201103,,, t 2 • ! -LE.)685-0412 Yes Tntal 1- 44 4/f2i,,t44544,-1- Total Square F-',aet: 1131 15q.5no on VJORK IS T is Er: r LE r A - --riCI"41; SATURDAY 8:00;4:A - 6:00P3tA, NO WORK IS . BUILDING' AN; 17('-"c-20r,-; MONDAY THROt MIIMMOMMil••••••IN•IIS • • •••••••••• • Mlltd00 MINI•MUI• WNW 1.1011.11116.M1110•D 64/- e,<J / Cd>yd-z-440-••-) -4-4 ,Vcit c,tt_ Av /2 644.- k_ pf/ m-j-- /11 / ets-A-te4., C ()wl— 44.3e.4,..../ _ 0*Q1 It 9- tz I41`4;,,,E,..,TiDN BE MADE JNLESS THE PERMIT CARD IS DISPLAY iAND HAS BE: N APPROVED. PL.,4N6 READL AvAA_AsLE. iS THE :"LICANTIS RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOP. 'ESREY.. :4)N Pt.ii'POSES. NEITHER THE BLILDIEEG OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED NHE REMOVAL c.,41Z - , .4-41EF-4/4„_ REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER! YOUR FAILURE TO RECOFT) !,...try7r:F. OF COMV17NCEMENT MAY RESULT IN YOUR PAYING TWICE 0,,ik TO (OUR PROPERTI. A NOTICE OF COMMENCEMENT ',!)..1ST BE RECORDED ANC ON THE JOB BITE BEFORE THE FIRS1' irrrEN L7; rz,) °STAN FWtNCNG, CONSULT WITH LL:NDL:,,t T C_. BEFFC)RE MENCING WORK OR. RECOREr'!::?.' OF COMINCEMENT. Stei" x,L Q 7 ' "T ws-rck. LASkrt is l X b , ail.�.raEw ufn INSPECTION RECORD STRUCTURAL INSPECTION gATjE SP Foundation ;S( 11 iF Stemwall �t Slab f1 Columns (1st Lift) ( �� Columns (2nd Lift) \NM Tie Beam 1/ j )- Truss/Rafters Roof Sheathing 7 [Bucks l{ Windows/Doors 4f Interior Framing Insulation :i ! 7 t' Ceiling Grid �jr it/s( DrywaII0 j .Jd h Firewall �T � Wire Lath Pont CtPPI Pool Deck Final Pool Final Fence Screen Enclosure Driveway Dr ivPwav Base Tin Cap Roof in Progress Mop in Progress Final Roof Shutters Attachment Final Shutters Rails and Guardrails ADA compliance INAL DOCUMENTS i Soil Bearing Cert -1�f1n1r�1i Soil Treatment Cert ui�il'U Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS ZONING INSPECTION DATE INSP Zoning Final ZONING COMMENTS ELECTRICAL INSPECTION DATE INSP Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling Rough. --. Rough r !`� Yii? - /� Telephone Roug Telephone Final TV Rough TV Final Cable Rough Cable Final Intercom Rough Intercom Final Alarm Rough Alarm Final Fire Alarm Rough Fire Alarm Final / / Service Work With FINAL ELECTRICAL COMMENTS INSPECTION DATE INSP Final Sprinkler Final Alarm PLUMBING INSPECTION DATE INSP Rough or.,4,.). 6'•-.47 Water Service 2"d Rough til1 - Top Out (.'.. {1'L C__ Fire Sprinklers Septic Tank Sewer Hook-up i i -ti j Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor l interceptor Catch Basins Condensate Drains HRS Final FINAL PLUMBING COMMENTS MECHANICAL INSPECTION DATE ME Underground Pilo.' AWAIRMIIIMI Rough 'i �, Ventilation Rough Hood Rough Pressure Test Final Hood --� Final Ventilation MA ,MININ Final Pool Heater s ,wm} M11119121117MIEMIIIII FINAL WM= MECHANICAL COMMENTS -i PECT8ON RE C0 Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 POST ON SITE Permit NO. BPP-10-17-2572 Issue Date: 1/5/2018 Pennit Type: Pools/WhirlpoolslHot Tubs INSPECTION REQUESTS: (305)762-4949 or Log on at https://bldg.miamishoresvillage.com/cap REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Work Classification. New Expires: 0 7 /04/201 8 Pools/Whirlpools/Hot Tubs Parcel #:1121360100040 Owner's Name: JEFFREY KOLOFOFF Job Address: 150 NE 108 Street Miami Shores, FL 3 Bond Number: 3604 Contractor(s) ORONI INC 1 P (305)685-0412 Primary Contractor Yes Owner's Phone: Total Square Feet: Total Job Valuation: ORK IS ALLOWED: MONDAY THROUGH FRIDAY, 8:OOAM - 7:00PM. SATURDAY 8:OOAM - 6:OOPM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. 450 $ 37,600.00 BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. votorviA f{Gt Pff, ePDi / 12,f4y izt i- ) IA) 1 4 Jd mid NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS A.CCFSSIBLE AND EXPOSED FOR INSPECTION PURPOSES NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION, WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF OMMENCEMENT. INSPECTION INSPECTION RECORD STRUCTURAL DATE INSP Foundation Stemwall Slab Columns (1st Lift) Columns (2nd Lift) Tie Beam Truss/Rafters Roof Sheathing Bucks Interior Framing Insulation Ceiling Grid Drywall Firewall Wire Lath Pool Steel Pool Deck ,124/hr Final Pool Final Fence Screen Enclosure Driveway Driveway Base Tin Cap Roof in Progress Mop in Progress Final Roof Shutters Attachment Final Shutters Rails and Guardrails ADA compliance DOCUMENTS Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS WINDO INSPECTION & DOORS DATE INSP Attachment FINAL PUBLIC WORKS INSPECTION DATE INSP Excavation FINAL ELECTRICAL INSPECTION DATE INSP Temporary Pole 30 Day Temp a"ry Pool Bond �.71�'44'1r Pool Deck onding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling Rough Rough Telephone Rough Telephone Final TV Rough TV Final Cable Rough Cable Final Intercom Rough Intercom Final Alarm Rough Alarm Final Fire Alarm Rough ....---- �? Fire Alarm Final j�-, � il Service Work With FINAL : f ,t� ,� .e5 Y �}! ELECTRICAL COMMENTS INSPECTION FIRE DATE INSP Final Sprinkler Final Alarm FINAL INSPECTION Rough Water Service Top Out Fire Sprinklers Septic Tank Sewer Hook-up Roof Drains LP Tank Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final FINAL PLUMBING COMMENTS INSPECTION MECHANICAL DATE INSP Underground Pipe Rough Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum FINAL MECHANICAL COMMENTS U.S: DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on Pages 1-9 OMB No: 1660-008 Expiration Date: November 30, 2018 Copy all Pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name (Note: Not Valid to use for any other person or entity). JEFFREY KOLOKOFF AND EMILY BRADFUTE Policy Number: A2. Building Street Address (Including Apt., Unit, Suite, and/or Bldg. No. or P.O. Route and Box No. 150 NE 108 STREET Company NAIC Number: City State ZIP Code MIAMI SHORES FLORIDA • 33161 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 4 BLOCK 209 "DUNNING'S MIAMI SHORES EXT NO. 5" PB 48 PG 21 OF PUBLIC RECORDS OF MIAMI-DADE COUNTY, FL A4. Building Use (e.g., A5. Latitude/Longitude: A6. Attach at least 2 photographs A7. Building Diagram Number:1B A8. For a building with a) Square footage of b) Number of permanent c) Total net area of d) Engineered flood A9. For a building with a) Square footage of b) Number of permanent c) Total net area of d) Engineered flood Residential, Non -Residential, Addition, Accessory, Lat. 25.874008°N Long. 80.194814°W Horizontal etc.) RESIDENTIAL 1983 grade N/A Datum: ❑ NAD 1927 is being used to obtain flood insurance. enclosure(s) within 1.0 foot above within 1.0 foot above adjacent /1 NAD adjacent grade 14 of a crawlspace crawlspace flood openings flood openings openings? an attached attached garage flood openings flood openings the building if the Certificate of enclosure(s): or enclosure(s) N/A sq. ft. or garage in the crawlspace in A8.b sq. in. ❑ Yes i/ No garage: 287 sq. ft. in the attached in A9.b 1771 sq. in. openings? ►5 Yes ❑ No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number VILLAGE OF MIAMI SHORES -120652 B2. County Name MIAMI-DADE B3. State FLORIDA B4. Map/Panel Number 12086 C 0302 B5. Suffix L B6. Firm Index Date 09/11/2009 B7. FIRM Panel Effective/ Revised Date 09/11/2009 B8. Flood Zone(s) X B9. Base Flood Elevation(s) (Zone AO, use Base Flood Depth) N/A B10. Indicate the source of the Base Flood Elevation (BFE) data Community Determined or base flood depth entered in Item ❑ Other/Source: B9: Other/Source: Area ❑ FIS Profile /4 B11. Indicate Elevation B12. Is the building located Designation Date: FIRM ❑ Datum Used in a Coastal 1929 ❑ NAVD 1988 ❑ (CBRS) area or Otherwise Protected for BFE in Item B9: Barrier Resources ❑ CBRS ❑ OPA /1 NGVD System (OPA)? ❑ Yes I No FEMA Form 086-0-33 (7/15) Replaces all previous editions Page 1 of 6 ELEVATION CERTIFICATE OMB No: 1660-008 Expiration Date: November 30, 2018 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. o_ r P.O. Route and Box No. 150 NE 108 STREET , Policy Number: City State Zip Code MIAMI FLORIDA 33161 Company_NAIC Number: SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building Elevations are Based on: ❑ Construction Drawings* ❑ Building Under Construction* * A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations — Zones Al - A30, AE, AH, A (with BFE), VE V1 — V30, V (with BFE), AR, AR/A, AR/AE, Complete Items C2.a — h below according to the building diagram specified in Item A7. In Puerto Benchmark Utilized: DADE COUNTY BM N-566 Vertical Datum:NGVD29 AR/A1 Rico Finished Construction —A30, AR/AH, AR/A0. only, enter meters. Check the'measurement used. Indicate elevation datum used for the elevations in Items a) through h) below. /1 NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. a) Top of Bottom Floor (including basement, crawlspace, or enclosure floor) 13.06 N feet ❑ meters ❑ feet ❑ meters ❑ feet ❑ meters b) Top of Next Higher Floor N/A' c) Bottom of the lowest horizontal structural member (V Zones only) N/A d) Attached garage (top of slab) , 11.69 /1 feet ❑ meters_ e) Lowest elevation of machinery or equipment servicing the building (Describe type location in Comments) • 11.25 @ feet meters of equipment and f) Lowest adjacent (finished) grade next to building (LAG) 11.0 @ feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 11.3 ,I feet ❑ meters ❑ feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including N/A structural support 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. ' Were latitude and longitude in Section A provided by a licensed land surveyor? @ Yes ❑ No ❑ Chec er attachments. Certifier's Name: License -Number: JACOB GOMIS 6231 , JA OB GOMIS, PSM 6231, State of Florida 04/19/2018 "Not Valid without the signature and the original raised seal of a Florida Licensed Surveyor & Mapper" Title: PROFESSIONAL SURVEYOR & MAPPER Company Name: ROYAL POINT LAND SURVEYORS, INC. Address: 6175 NW 153`d. STRE — SUITE 321 City: State: Zip Code: MIAMI LAKES FLORIDA 33014 Signature: Date: Telephone: '• 04/19/2018 305-822-6062 Copy all Pa this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Commen 1 including type of equipment and location, per C2(e), if applicable. LATITUDE & LONGITUDE OBTAINED FROM GOOGLE MAPS, CROWN OF ROAD ELEVATION IS +10.88'. ELEVATION ON ITEM C2-e APPLIES TO A/C SLAB LOCATED ON LEFT SIDE OF PROPERTY. FEMA Form 086-0-33 (7/15) Replaces all previous editions Page 2 of 6 ELEVATION CERTIFICATE OMB No: 1660-008 Expiration Date: November 30, 2018 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 P.O. Route and Box No. 150 NE 108 STREET Policy Number: City State Zip Code MIAMI SHORES FLORIDA 33161 Company NAIC Number: 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 El-E5. If the Certificate is intended to support complete Sections A, B, and C. For Items El-E4, use natural grade, if available. Check the measurement enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, ❑ feet ❑ meters a LOMA and or LOMR-F request, used. In Puerto Rico only, the elevation is above or below ❑ above or ❑ below the HAG ❑ above or ❑ below the LAG 9 (see pages 1-2 of instructions), ❑ above or ❑ below the HAG ❑ above or ❑ below the HAG ❑ above or ❑ below the HAG with the community's must certify this information in Section G. crawlspace, or enclosure) is b) Top of bottom floor (including basement, ❑ feet ❑ meters crawlspace, or enclosure) is E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or the next higher floor (elevation C2.b in 'diagrams) ❑ feet ❑ meters the of the building is E3. Attached Garage (top of slab) . ❑ feet ❑ meters E4. Top of platform of machinery and/or equipment ❑ feet ❑ meters servicing the building is E5. Zone AO only: If no flood depth number is available, is the top of the floor elevated in accordance floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official 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. Property Owner or Owner's Authorized Representative's Name: Address' City State Zip Code Signature Date Telephone Comments ❑ Check here if attachments FEMA Form 086-0-33 (7/15) Replaces all previous editions Page 3 of 6 ELEVATION CERTIFICATE OMB No: 1660-008 Expiration Date: November 30, 2018 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 P.O. Route and Box No. 150 NE 108 STREET Policy Number: City 6. State Zip Code MIAMI SHORES 'FLORIDA 33161 Company NAIC Number: 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 AO. 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, G8. Elevation of as -built lowest floor (including basement) of the building: G9. BFE or (Zone AO) depth of flooding at the building site: G10. Community's design flood elevation: ❑ Substantial Improvement ❑ ❑ ❑ feet meters Datum ❑ feet ❑ meters Datum feet ❑ meters Datum Local Official's Name Title Community Name Telephone • Signature Date - ` Comments (including type of equipment and location, per C2(e), if applicable) • • ❑ Check here if attachments FEMA Form 086-0-33 (7/15) Replaces all previous editions Page 4 of 6 ELEVATION CERTIFICATE BUILDING PHOTOGRAPHS See Instructions for Item A6 OMB No: 1660-008 Expiration Date: November 30, 2018 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 P.O. Route and Box No. 150 NE 108 STREET Policy Number: City State Zip Code MIAMI STREET FLORIDA 33161 Company NAIC Number: 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. J F , • r • .q< . .. .•'( "�,. �X°" as a•R • .. • .� }l 0 •rj ie , 1 yy + 1,'�-+� vy. • svT ., j1b Photo One Caption: FRONT VIEW Photo Three Caption: REAR VIEW •a x i s.` -.e � ` yh .z":: ''K xµ }T rjtw.-. Y t y Photo Two Caption: LEFT SIDE VIEW Photo Four Caption: RIGHT SIDE VIEW FEMA Form 086-0-33 (7/15) Replaces all previous editions Page 5 of 6 ELEVATION CERTIFICATE BUILDING PHOTOGRAPHS See Instructions for Item A6 OMB No: 1660-008 Expiration Date: November 30, 2018 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 P.O. Route and Box No. Policy Number: City State Zip Code FLORIDA Company NAIC Number: If Submitting more photographs that 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. Photo One Caption: TYPICAL FLOOD VENT IN GARBAGE ROOM Photo Three Caption: Photo Two Caption: Photo Four Caption: FEMA Form 086-0-33 (7/15) Replaces all previous editions Page 6 of 6 mimilDADE •, 22,' Miami -Dade. County BuiIdinp. Department ilgos S.W. 26 Street, Miatr,i, FE 3?,17 S 2 4 WWW lamisiade,govlbdir,v, :ENERGY, SOUND AND IMPACT CERTILIJC AIL Building PeEtait O. \ • kkg • 2—Crela ;Sob AddresS -49 A#4 sTATTLA ENT OF COMIPLI„A,I\'4C.:Ti,s• We, ;ha iirsricrsiosed, kitsch,/ ccitify that ihe Sii,J.Iiii.?..ciY., c...,Q.',..:.1,,,-;;?. /,....N.D,„,:ity0P,Ast,,;„7,iW,71„,,,t,,,Th2::Lh, etlertil<scci prOjttit, in complianac with tila !etc fi", tolil'..lon of ,:.!,a 1.1,..Lig..‘;?2,-,( ,..21,11,12111.(2.:c.,70;‘,,„Fiii•_,3,;;;I ViiiilD 1„.2lLiLs„ ci;.....:Lic.V.,-ATIQn.,_and Plans end cciiista:ction pieiii.itict "Mir. imiiisii,,.iion cLirinished and sharacitiistics shown 116 ow: iitiiicck.crily a pplic ablili. boxes). 1) Exterior CBS ‘Vaiiiii ins,.Thitien: P.-7 - i (m,,) 1..E.:•atar,s1: 1,"1, Thickness. ,:xttlior FramerMetai Stud V/ atls i R.. iv Thickness: ____ Inc} (cs): Dansitty: ____ ibliti 1\ilfrir - AC.)), Exy.arior solid coc.iite walls: P,. (Min : Maiitni>,1 Dennity• ft• 1‘4.fgi , Interior walisiopatiating AIC from non Air.:, ep2 i yi.'„ //I ci.,,t:, i•J . ., Mil ter itil : , A6/71AULT.I.:.FilV,411,Yi 1....i..31' liciai)..N..„Ciiii•i..i.,...:.:,:, ttn,incits sitiall be msillattd to ti rillnItninr. C,f R.-I 1 f0': f:r2iTit wails, arid If.; R...i on both sides ci., ciiiriii,ir.of i musonry t.s.isEs Ste NSP.G.' CODit.:,„ 20i7.,-1, paragraph I ,i..E.,)2 ii,.}31:.i 1, on ;;Igt. ii 2 14 , la,x,st eiCi:ticil Tlt:5'i; s.:.LatilirrylitYrza.c-tri ate not incilueeiii in tha Ei,inergy Calnuiations, .i,lt shilli b?'. iristallad iiii 443(......,.....4,04 ) Cailing inst.liRticiri ri.. e.? :',it,tfiri,‘,3; i.,,,',iiieri?..) _ igh :ilia itt.-4/soes4:- "Illielcness. ,I,C2, inch (es"): Density ....,. fr—L.,,, ibit, Mfg;: _ "Li,/ . • itt.0 We:115, pal titions zit(' Soul tcet)ing assemntiiii: Pet,vtien d wt.:11111g antis or between (1\velling ,.inits anti adjacent pat)tic or service, Areas such as 'nails, co vi....F.i.ui, etc ll'ust haw.a 'a scot D.1 transmission el P,SS (STC) Of nOt 163S tilar, SO (Pc,1,:treo=0>IS must maintain the required rating). , vFlow/ceiling siesembiies 1.,-iti,eei, :i welling i,ii its :-., StibAiters dwell:I-as IAS4::,..,,....,„.7>`‘,... scsirs, etc.: en.st have. an. ipeci ir:ti stAiliC,C1 C.e MIC) Tat'aig of se not ':t Ut:ac SO ....;-. .,- , ., • Ami.,' .L..,.. }3 Sx ''''' • 3, ' Make piwitoccipirs ef this sheet CAT.1....e, AS. 77Ccured for cuturf:. lobs. Installtd by: g:,frA....r-mx. 1.ristitlabon Company ene 0/1 Insulation Conuia nor CC hIsalation Smile turfs Dais C.:esfed Ci:outr actor (X4. ___,_____ Data Citi,...Ined Note: For lightweight Insulating concrete, use appropriate. ferins, St9A1-:t (:- this one. Revised 02-26-2009 ; 49k p , Tac. (305) 274-5541 Certificate of Compliance for Termite Protection (as required by Florida Building Code (FBC) 1816.1.7) Permit #: Address of Treatment or Lot/Block of Treatment cct 3�==fog s t � 'vv1 Method of Termite Prevention Treatment - oil barier,, %%ood treatment, bait system, other (describe) The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. Authorized Signature License # JB846 Notice of Preventative Treatments for Termites (As required by Florida Building Code (FBC) 104.2.6) Narfiz 7,e4e rat/tot, %c, (305) 274-5541 C 776, S ct_` . /67 1 f -L 3.5 / T .3 S/l/g. Date Address of Treatment or Lot/Block of Treatment Permit # // rr7 Time C i (Z._ Applicator Product Used Chemical used (active ingredient) Number of gallons applied 6 ,)S'X 13C Percent Concentration riv L Area treated (square feet) Linear feet treated Stage of treatment (Horizontal, Vertical, Adjoining Slab, retreat of disturbed area) As per 104.2.6 - If soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. / If this notice is for the final exterior treatment, initial and date this line. `V f f g Authorized Signature License# JB846 % 5 Cry} 71/C' VIA 1 a Yvl r / / 4 . STATE OF FLORIDA DEPARTMENT OF HEALTH DISPOSAL SYSTEM ONSITE SEWAGE TREATMENT AND CONSTRUCTION INSPECTION AND FINAL APPROVAL APPLICANT: Jefre Koloko AGENT: Allstate:Diversified PROPERTY ADDRESS: LOT: 4 SUBDIVISION: TANK INSTALLATION (01] TANK SIZE [i] 1050,00 (21 [02] TANK MATERIAL t~iOrtCrt3tL' [03] OUTLET DEVICE (041 MULTI -CHAMBERED [ Y [051 OUTLET FILTER T_uf-Tile EF-4 (06] LEGEND 1. 1 07j 6-p8=C3 2. [07] WATERTIGHT [08] LEVEL [09] DEPTH TO LID DRAINFIELD INSTALLATION [11 610 (2] ___ SQ 'T [10] AREA HEADER X (11] DISTRIBUTION BOX (12] NUMBER OF DRAINLINES 1. 2• [13] DRAINLINE SEPARATION (14] DRAINLINE SLOPE (15] DEPTH OF COVER (16] ELEVATION [ ABOVE / BELOW 1BM 27.96 [17] SYSTEM LOCATION (18j DOSING PUMPS [19] AGGREGATE SIZE (20] AGGREGATE EXCESSIVE FINES [21] AGGREGATE DEPTH FILL / EXCAVATION MATERIAL [22] FILL AMOUNT [23] FILL TEXTURE [24] EXCAVATION DEPTH [25] AREA REPLACED [46] REPLACEMENT MATERIAL CoMlents: Comments are on page 2. CONSTRUCTION [ FINAL SYSTEM [ FT FT FT FT PUBLIC WELLS FT IRRIGATION WELLS 46 FT POTABLE WATER 19 FT BUILDING FOUNDATIONS PROPERTY LINES 5 FT OTHER / DISAPPROVED 1 : Enstironmental Specialist IJerMaineOCrittends (Explanation of Violations on following page) previous editions which may not be used) r'Mr Ct� DH 4016, 08/09 (Obaolates all p Incorporated: 64E-6.0FAC AP1266941 EH Oataf,ase v 1.0.1 150 NE 108 St Miami, FL 33161 BLOCK: 20 split '`'8-009-0040 APPLICATION #42E PERMIT #:13-SG17258Th. DOCUMENT # : F 11124369 DATE PALD:07/17/2017 FEE PAID:1 12 RECEIPT #:13-PID-33008.66 CHECKED. (X) ITEMS ARE NOT IN COMPLIANCE WITH STATUTE OR RULE AND MUST BE CORRECTED. SETBACKS [27) SURFACE WATER (28] DITCHES [29] PRIVATE WELLS [301 (31] (32] (33] (341 (351 FILLED / MOUND SYSTEM [36] DRAINFIELD COVER [37] SHOULDERS [38] SLOPES [39] STABILIZATION ADDITIONAL. INFORMATION [403 UNOBSTRUCTED AREA [41] STORMWATER RUNOFF [42] ALARMS (43] MAINTENANCE AGREEMENT [44] BUILDING AREA (45] LOCATION CONFORMS WITH SITE PLAN [46] FINAL SITE GRADING [47] CONTRACTOR 1481 OTHER ]NftLTFtATOR ARC 24 ABANDONMENT [49] TANK PUMPED ---------„_ [50] TANK CRUSHED 6 FILLED CHD DISAPPROVED 1. Environmental Specialist It ,ierrnalne 0 CrittandenShaw (Fiorlda Depart Dade shovros DATE: 0711017 . _ -- 8/2 -- DATE: 07/18 1201! STATE OF FLORIDA DEPARTMENT OF HEALTH DISPOSAL SYSTEM ONSITE-SEWAGE TREATMENT ANDDI APPROVAL CONSTRUCTION INSPECTION AND FINA L APPLICATION #:41 PERMIT :13-SC- 725875 DOCUMENT # : n 1124369 0 DATE PAIDD7/17/2017 SEE .PAID;100'00 RECEIPT #:13-PID-3300866 Comments for a total estimated flow of 400 The system is sized for 4 bedrooms with a maximum occupancy of 8 persons (2 per bedroom), gpd. 34 chambers with trench configuration =42ir% sand: DH 4016, 08/09 (Obsoletes all Previous editions which may not be used) E101725875 incorporated: 64E-6.003, PAC ppl2ssBd1 EH Database V 1.0.1 Page 2 of 3 GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING INSPECTION SERVICES I DRILLING SERVICES DEC DYNATECH ENGINEERING CORP, WWW.DYNATECHENGINEERING.COM Miami, June 1, 2017 Mr. Orlando Iglesias ORONI CONSTRUCTION 14040 NW 6th Court North Miami, FL 33168 Re: Addition @ 150 Northeast 108th Street Miami Shores, FL Dear Mr. Iglesias: Pursuant to your request; DYNATECH ENGINEERING CORP. (DEC) inspected the soils at the above reference property. Based on our site inspection, it is our professional opinion that the existing inspected soil is suitable for support of the proposed construction and that the bearing capacity meet or exceed 2000 PSF. Enclosed find copies of our field testing logs. It has been a pleasure working with you at this phase of your project and look forward to do so in the near future. Sincerely yours, _ ISsa Wissam Naamani, P. E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspection No. 757 Certificate of Authorization No.: CA 5491 1 SAAD •*;' No. 39584 ,•• k STATE OF I '/>1 SS/®N1At . //flit,._.. • 750 WEST 84TH STREET. HIALEAH. FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING.COM _—____.— _----••..aaanv aa..r..a aaaa.a.avna aa.aav a5..A80 !�EC DYNATECH ENGINEERING CORP, W W W.DYNATECHENGINEERING.COM Miami, May 25, 2017 Mr. Orlando Iglesias ORONI CONSTRUCTION 14040 NW 6th Court North Miami, FL 33168 Re: Addition @ 150 Northeast 108th Street Miami Beach, FL Dear Mr. Iglesias: Pursuant to your request, Dynatech Engineering Corp. (DEC) performed a Compaction Test on May 25, 2017 at the above referenced project. DEC was authorized to perform a compaction test only. The purpose of our test was to determine the degree of compaction of the tested layer of material only. In no way shall a compaction test replace a demucking inspection, soil bearing capacity determination, or a pad certification. A soil boring test must be performed by client if not yet done, prior to construction to verify subsoil conditions. Underlying soils below test levels must be verified to prevent future settlements. (DEC) was not authorized to perform supervision and certification of the building pad preparation. This is not a pad certification. Our reports must be provided to all involved parties for their approval. Our findings are relative to the date and areas of our site work and should not be relied upon to represent conditions on other areas or dates. Any subsequent site disturbances due to water erosion, rain, storm gutters discharging at footings, construction activities, excavations, overgrown, vegetation, traffic and other disturbances will void this test and the site must be re - compacted and re -tested prior to construction. Environmental analysis of the soil materials is not part of the scope of services. If environmental analysis of the soils is required, we can provide a proposal for performing an environmental analysis of the soil materials. No other analysis is implied or warranted. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Enclosed find copies of the compaction test results. It has been a pleasure working with you and look forward to do so in the near future. Sincerely yours, Wissam Naamani, P. E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 Certificate of Authorization No.: CA 5491 1 to SAA) EWs's_ Alto. 39584 ° ,F '`.49RID.• ,��. ss/0NAI EPNS'\' .• %% 750 WEST 84TH STREET, HIALEAH. FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING.COM DATE: oEc DYNATECH ENGINEERING CORP. W W W.DYNATECHENGINEERING.COM MOISTURE -DENSITY RELATIONS OF SOILS PROCTOR COMPACTION TEST May 25, 2017 CLIENT: ORONI CONSTRUCTION PROJECT: Addition @ ADDRESS: 150 Northeast 108th Street, Miami Shores, FL CONTRACTOR: Oroni Construction MATERIAL DESCRIPTION: SAMPLED BY: JA Tan coarse sand TESTED BY: JA TEST RESULTS Sample Number 1 The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 101b. Hammer and an 18" drop ASTM D-1557. % MOISTURE DRY DENSITY 4.3 6.7 8.5 12.9 101.4 105.5 107.4 106.9 Optimum Moisture 10.5 Percent 100% Maximum Dry Density 108.7 lbs./cu.ft. % Passing'/4" Sieve 94 Percent Sampled By: JA Tested By: JA Checked By: WN As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. 110 108 106 104 102 100 tta Mow S Eai2.. e ST,4 rE OF° , .i? PNAL et** 2 ... 6 14 Respectively submi ed, 4/'S� issam Ndamani, P.E. BYNATECH ENGINEERING CORP. P.lorida Reg. No. 39584 Certificate of Authorization No.: CA 5491 D R Y D E N S I T Y 750 WEST 84TH STREET, HIALEAH, FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING.COM -;---- . -.---... I............v•,7LR V il.e.o LR1LLiivta DLA V 1\.L,7 DEC DYNATECH W W W.DYNATECHENGINEERINGCOM ,„0 DATE: CLIENT: FIELD DENSITY TEST OF COMPACTED SOILS May 25, 2017 ORONI CONSTRUCTION PROJECT: Addition (ui ADDRESS: 150 Northeast 108th Street, Miami Shores, FL CONTRACTOR: Oroni Construction Test No. 1 Location: Test No. 2 Location: Test No. 3 Location: Test No. 4 Location: Test No. Location: Description of Material: Southwest corner of addition underslab West center of addition underslab North center of addition underslab Northeast corner of addition underslab Tan coarse sand TEST NO. 1 2 3 4 DEPTH 12" 12" 12" 12" FIELD DENSITY 107.2 108.0 107.5 106.9 MOISTURE CONTENT % 8.2 9.0 8.7 8.8 MAX. DENSITY IN THE FIELD % 98.6 99.4 99.9 - 98.3 COMPACTION REQUIREMENTS % OF MAXIMUM 98% 98% 98% 98% 100% MAXIMUM DENSITY (LAB) 108.7 108.7 108.7 108.7 ALL ABOVE TEST RESULTS COMPLY WITH COMPACTION REQUIREMENTS * Please note this is not a pad certification. A soil boring must be performed to determine subsoil conditions below the tested compaction layer prior to construction. Tested By: JA Checked By: WN • ° „,,i �Ap r o. 39584 ; rk STATE OF *A density test determines the degree of compaction of t A soil boring test must be provided by client, prior to c reports are submitted as the confidential property of clients, reserved pending on our written approval. esteflayik teria1 PiAtize Respectfully submitted, Wissam aamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Certificate of Authorization No.: CA 5491 1n no way shall a density test replace a soil bearing capacity determination. 4•conditions. As a mutual protection to the clients, the public and ourselves, all crpublication of statement conclusions or extracts from or regarding our reports is 3 750 WEST 84TH STREET, HIALEAH, FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING.COM m MAIM A. CAMIPBIEU. ARCHITECT 373 N.E. 92ND STREET MIAMI SHORES. HA. 33138 754-2318 u F 758-7666 FI..UG#AR0011074 Date: June 11, 2018 Miami Shores Village Building Department 10050 N.E. 2"d Avenue Miami Shores, Florida 33138 Re: Permit # RC16-2986 Kolokoff & Bradfute Residence 150 N.E. 108th Street Miami Shores, Florida 33161 Folio # 11-2136-009-0040 Attn: Building Department, cz] .J J I, Mark A. Campbell, having performed and approved the required inspections for the reinforced Unit Masonry, mortar, horizontal reinforcement, filled cells, columns, lintels, Reinforcing steel and concrete pour etc. as per FBC 2122.4. This letter will hereby attest that I have approved the installation. Should to ntact ave any questions or need any additional information please do not hesitate Sincere /1// 1/ g-'4/ Mar A. Campbell, Ar 4 . 'tect State of Florida: #0011074 150 Kolokoff & Bradfute Res Unit Masonry letter 6-12-18 Miami Shores Village Building Department 10050 NE 2nd Ave. 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 r- V t L`4 I.5245-0igvr "/ to perform special inspector services under the Florida Building Code 5th Edition (2014) and Miami Dade County Administrative Code at the -D /11: / d 6 3 project on the below listed structure as of iG -• Z S • i („ (date). I am a registered architect/professional engineer licensed in the State of Florida. Process Number: 0-(-4 x► Special Inspector for Reinforced Masonry, Section 2122.4 of the FBC 5th Edition (2014) Miami Dade County Administrative Code, Article I1 Section 8-22 Special Inspector for _ Trusses > 35 ft. long or 6 ft. high _ Steel 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* 1. 2. 3. 4. *Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified b) education or Iiccnsure 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. 1 (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 ections performed by the department. Further, upon completion of work under each ermit4 will submit to the B ilding Inspector at the time of the final inspection the completed ction indi ..'ng that, to the best of my knowledge, belief and /cIrofessionaidu..' .en, o>a.rt' ect outlined above meet the intent of the Florida Building Code•and r ..'.• .� .. , the approval plans. Name Address Enginee `Archite frt %x 1AC- A C A. k Print _ `3 1'3 !L'� `t 1 �� M// o-a c 3 3 i7o 1 r Miami Shores Village Building Department 10050 NE 2nd Ave. 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. 11 is L 10 T skracw- I (We) have been retained by F--011 .'-i 1 24Pj -t. to perform special inspector services under the Florida Building Code 2010 at the (S ry i~ (Oc?7 5 j project on the below listed structure as of (date). I am a registered architect/professional engineer licensed in the State of Florida. Process Number: Special Inspector for Piling, FBC 1822.1.20 (R4404.6.1.20) Special Inspector for Trusses > 35 ft. long or 6 ft. high, FBC 2319.17.2.4.2 (R4409.6.17.2.4.2) _ Special Inspector for Reinforced Masonry, FBC 2122.4 (R4407.5.4) _ Special Inspector for Steel Framing, FBC 2218.2 (R4408.5.2) _ Special Inspector for Soil Compaction, FBC 18203.1 (R4404.4.3.1) _ Special Inspector for Precast Attachments, FBC 1927.12.2 (R4405.9.12) _ Special Inspector for Roofing Applications, Lt.Weight. Insul.Conc. FBC 1917.2 (R4405.12.2) Other Note: Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative to perform inspection* 1 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 sealed statement indicating that fiL fhc 1iestbf my knowledge, belief and professional judgment those portions of the project tliueti above.set=:the intent of the Florida Building Code and are in subs _ ta ti aces ce t1ie''• pr©vafplans. ', Name fined and S Date: Address /Architect Print