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WS-18-2381Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address rmit Parcel Number Permit NO. WS-9-18-23$1 Pennit Type:, Windows/Shutters Classification: Door Replacement Permit Status: APPROVED te: 9/11/2018 Expiration: 03/10/2019 Applicant 117 NW 100 Terrace Miami Shores, FL 1131010220230 Block: Lot: NANCY JONES VAN HOOSEAR Owner Information Address Contractor(s) Phone FLORIDA HOME IMPROVEMENT (954)792-4415 CeII Phone Phone CeII Valuation: Total Sq Feet: $ 6,900.00 0 Type of Work: REPLACE 1 DOOR No of Openings: 1 Additional Info: REPLACE 1 DOOR Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $4.20 $2.00 $2.00 $1.40 $110.00 $9.00 $5.60 $134.20 Pay Date Pay Type . Invoice # WS-9-18-68797 09/06/2018 Credit Card 09/11/2018 Credit Card Amt Paid-Amt Due $ 50.00 $ 84.20 $ 84.20 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building Review Building In consideration of the issuance to me of this p pertaining thereto and in strict conformity with the accepting this permit I assume responsib lity required for ELECTRICAL, PLUMBING, M C OWNERS AFFIDAVIT: I certify that all t construction and zoning. Futhermore, I mit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations la s, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In work done by either myself, my agent, servants, or employes. I understand that separate permits are WS, DOORS, ROOFING and SWIMMING POOL work. ation is and that all work will be done in compliance with all applicable laws regulating ed contractor to do the work stated. September 11, 2018 Authorized Signature: Owner Applicant / Contractor / Agent Date Building Department Copy September 11, 2018 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number. INSP-001985-2018 Permit Number. WS-9-18-2381 Scheduled Inspection Date: November 30, 2018 Inspector: Naranjo, Ismael Owner. NANCY JONES VAN HOOSEAR Address: Project: 117 NW 100 TER Miami Shores, FL Contractor. FLORIDA HOME IMPROVEMENT WAYNE THOMAS BURNETT Permit Type: Windows/Shutters Inspection Type: Framing Work Classification: Door Replacement Phone Number. 3057573185 Parcel Number. 1131010220230 Phone Number. 9547924415 Building Department Comments REPLACE 1 DOOR Checklist Item General Comments Passed False Comments 11/9/2018 NOT READY Inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -Inspection fee is paid. icps ts November 29, 2018 For Inspections please call: 305-762-4949 Page 13 of 45 Type of Work: ❑ Addition ❑ Alteration Description of Work:.REPLACE 1 a00 f BUILDING PERMIT APPLICATION ❑■ BUILDING ❑ ELECTRIC 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) 762-949 Master Permit No. ❑ ROOFING 0 REVISION Sub Permit No. [PLUMBING ❑ MECHANICAL (PUBLIC WORKS ❑ CHANGE OF CONTRACTOR JOB ADDRESS: 11 1 J W 1 (X) _ 1-ef Gtv: Miarni Shores County: Miami Dade Fo Io/Parcel#: 1 7101- Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: RECEIVED SEP 0 6 2018 l.V n FBC 20 V*4 wste-- 2351 ❑ EXTENSION ❑ RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS zio: V450 BFE: FFE: OWNER: Name (Fee Simple Titleholder): N.) Okne.\110A.t S Vein S a( Phone#:, Address: 11 Nw 100 1 / City: M\ G v'-'Vt ShO reS State: ` -L Tenant/Lessee Name: N/A Email: N/A s--3)1-1,01 I zip: 33I Sv Phone#: N/A CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT Address: 4070 SW 30 AVE city: HOLLYWOOD Qualifier Name: WAYNE T. BURNETT State: FL State Certification' or Registration #: CGC061890 DESIGNER: Architect/Engineer: N/A Address: N/A City: N/A state: N/A Zip: N/A Value of Work for this Permit: $ (2(qO 0 Square/Linear FoOtage of Work: Phone#: 9547924415 zip: 33312 Phone#: Certificate of Competency#: Phone#: NIA ❑ New 0 Repair/Replace ❑ Demolition Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) CCF $ DBPR $ c0/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ • Z c a Bonding Company's Name (if applicable) N/A Bonding Company's Address N/A city N/A state N/A Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address N/A zip N/A City N/A State iWA zip N/A Application Is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance ofa 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 ATTORNEYBEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notices to Applicant: As a condition to the issuance of a budding permit with an estimated value exceeding $2500, the applicant must promise in good ftrith 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 certffied 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. The foregoing instrument was acknowledged before me this e?r} d% of _A' 20 (? by 0Y �� tS.)lic0Z62 ho 'ems personally I�wn to me or who has produced identification and who did take an oath. NOTARY PUBUC: as Sign: /A Nr n Print•'_, � • Seal: APPROVED BY (Revised02/24/20114) ABDIEL R. CASTILLO MY COMMISSION # GG 079600 EXPIRES: March 6, 2021 SOP' Bonded Thru No . Pudic • Signature ONTRACTOR The foregoing instrument was acknowledged before me thisLk Sal 11��dayof r� '7 ,20 I� ,by w I; Ti" to is p`sonaIIy kn_ rn to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Se Plans Examiner Structural Review Fr" 61 if c MY COMMISSION # GG095745 EXPIRES April 19, 2021 as Zoning aerk ' Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 758.8972 Inspection requirements for. Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgemen • �1� r 41ITITDSear- er Signature Date Prinn Name Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3101-022-0230 Property Address: 117 NW 100 TER Miami Shores, FL 33150-1209 Owner NANCY JONES VAN HOOSEAR Mailing Address 117 NW 100 TER MIAMI, FL 33150 PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 2 / 1 / 0 Floors 1 Living Units 1 Actual Area 1,356 Sq.Ft Living Area 1,356 Sq.Ft Adjusted Area 1,279 Sq.Ft Lot Size 8,100 Sq.Ft Year Built 1940 Assessment Information Year 2018 2017 2016 Land Value $178,398 $178,398 $178,398 Building Value $95,925 $89,018 $89,018 XF Value $1,014 $1,027 $1,040 Market Value $275,337 $268,443 $268,456 Assessed Value $153,348 $150,194 $147,105 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $121,989 $118,249 $121,351 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 1 53 41 GOLD CREST PB 21-56 W1/2 OF LOT 8 LOT 9 BLK 3 LOT SIZE 75.000 X 108 Generated On : 8/22/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $103,348 $100,194 $97,105 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $128,348 $125,194 $122,105 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $103,348 $100,194 $97,105 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $103,348 $100,194 $97,105 Sales Information Previous Sale Price OR Book -Page Qualification Description 05/01/2004 $210,000 22361-3953 Sales which are qualified 04/01/1997 $82,500 17609-1944 Sales which are qualified 10/01/1985 $47,000 12670-0681 Sales which are qualified 10/01/1980 $60,000 10934-1041 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp https://www.miamidade.gov/propertysearch/ 8/22/2018 CLIENT INFORMATION PROJECT INFORMATION • • • • •• • • • • •.•.•• •.••• •• •' 000 O. ••••• • ••••• ••••4 • •••• • •••• • •• • • • • •• 0000000 • • • • cm • • • •••• •••• • • • •••• • • • •• • •••• • INSPECTOR NOTE: STRUCTURE WAS DESIGNED BASED ON THE FBC 2017, AND ASCE 7-10, 175 MPH (3 SEC), EXP. C. RISK CAT. 2. Cc SEp 6"" 4:044011 • •• • • • EXISTING CBS • • • • • CALLS .•• •• • •••••• •••• • • •••• •••••• • •••••• • •• • • • .• • EXISTING CONCRETE STRUCTURE INSPECTOR NOTE REPAIRS ARE OF A LEVEL 1 ALTERATION IN ACCORDANCE WITH 503.1 OF THE EXISTING BUILDING CODE. NEW 2x4xY" 6063-T6 ALUMINUM TUBE ATTACHED W/ CLIPS BOTH SIDES. 4 ° u de d 1 a ii,,,,,,,,.,,,), CO $2" —NEW DOOR,-1 BY OTHERS d fl PARTIAL ELEVATION SCALE: 1/2" = 1'-0" FLORIDA HOME IMPROVEMENTS 3044 SW 42nd STREET FORT LAUDERDALE, FL 33312 VAN HOOSEAR RESIDENCE 733057 117 NW 100th TERRACE MIAMI SHORES, FL 33150 2x4 ALUMINUM TUBE DETAIL FOR NEW SFD #1 SPECIALTY ENGINEERING CONSULTANTS, Inc 1599 SW 30th AVE. SUITE #20 BOYNTON BEACH, FL 33426 DADE — BROWARD — PALM BEACH FL. CA. 1009217 561 — 752 — 5440 OFFICE 561 — 752 — 5542 FAX t 1 2x4x4" 6063-T6 ALUMINUM TUBE NOTES 1. TAPCONS SHALL BE ULTRACON BY ELCO ( 1 Y4" MIN. EMBEDMENT, 2 Y" MIN. EDGE DIST.) 2. ALUMINUM SHALL BE 6063-T6 MIN. 3. ALL FASTENERS SHALL BE GALVANIZED MIN, UNO. 4. WATERPROOFING, BY OTHERS. 5. OPENING SIZE AND STRUCTURE LOAD PATH DOES NOT CHANGE. 6. PROVIDE BARRIER BETWEEN ALUMINUM AND CONCRETE. 7. FOLLOW MANUFACTURER INSTALLATION AND APPROVED NOA. 8. NOTIFY THIS ENGINEER OF ANY DISCREPANCIES. O O FASTEN CLIP TO TUBE W/ (3) #10 x 1" FH TEK SCREWS, EACH SIDE. PERMIT #: Miami S'' orE, V' -ry,e APPROVED ZONING DEPT BLDG WEPT BY DATE /-J SUBJECT i.0 CCMPI.If`NCE VA» "H All FEDERAL STATE ANL) Cr INN , ! ,�I ! ' : REGULATIONS FIELD MODIFIED ALUM. TUBE CLIP ATTACHED TO EACH SIDE TO: *CONCRETE STRUCTURE W/ (3) i"0 TAPCONS (1 i" MIN EMBEDMENT, 2 ,1 " EDGE DISTANCE) 2x4x1/4" ALUMINUM TUBE TO STRUCTURE CONNECTION SCALE: 3" = 1'-0" PDaM000CF",, �E �G N`S, 6( D No- 012 74-- S ' C42018; STATE OF • ct- 000000000000000 SiONAL E C') `sso�, 00000000 S1 OF 1 P :=q h(CCp-GCpi) V (mph) 175 1620 FBC for HVHZ, or Fig. 26.5-la Risk Category II Table 1.5-1, page 2 Exposure C Section 26.7 Kd 0.85 Table 26.6-1, page 250 Ka 1 Figure 26.8-1, page 252 GCpi 0.18 -0.18 0.55 pitch of roof 3/12 14.0dogrms theta 14.0 degrees • • ••. ••••. . •••; •S •• •:• •• • ••• • • • • • • • • • • • • • •• •. • • • • • • . • • . • Specatty Engineering Ccnso ents•, Inc• 1599 SW 30 Avenue,Suite *� Boynton Beac1• i1 31432� FL. CA # 00017 • • a' • Word Velocdes in South Fiends • • Dade Broward Palm Beach RRk Cat. • • 165 156 156 Low risk to humans (farms, sheds) 6R k Cat. • • 175 170 170 Single Family Residences Rasktat. 3� 186 180 180 Essential Facilities Intstuctions and limia ., 1 Cha •mvide . rd s essura boo the mean roof he' ht. And shall not exceed 60'-0` Design plessuraper User shall•ete•nin• he 2 3 of se r . e Atom* b 'ndi•.• s ers e• other im •act resistance rotection r- • uired •1Q. r.�TT�� : he • Roof Peak of ./#of le h 10%of •tit, or 40% of the mean roof he - ht and not less than 3'-0" i tar Obneohen that com vent is considered to be in zone with the ma' of the area. If 4 5 6 7 B 9 10 11 12 End ne sta•ce i•th If 50o a cora:oe rt i r- pa Each component, window, door, mul • • uestionable then • ace in Zone 5 io . s% Mt•iarysioa that is area to be used. Area of components to rounded down but shall not be less than 10 sf. For NOA's that require a Kd=1.0 then multiply the values listed herein by 1.18. Wind pressures are based on Allowable stress design. Design pressures listed herein are valid for Exposures B and C end exposure D. (max roof height 30') Charts and values listed herein are only valid when signed, dated, and sealed by Gary McDougle, PE #56214 or Mark LeBlanc, PE #35083 or Adam D. LeBlanc, PE#77012 Wind design pressures are calculated in accordance with ASCE 7-10, Method 2. This calculation is vaild for FBC 2014 (5th edition) and 2017 (6th edition) No reduction s taken for slopes less than 10 degrees. M�Zo� eight Area of component Arca of component Arca of component Area of component Arcs of component Area of component Area ofenmponent Arca of component Area ofeomponent Arca ofcomponou Area ofcompooao 10.0 sf 15.0sf 20.osf 25.0sf 30.osf 35.osf 400 sf 45.0sf 50.0 sf 55.0 sf 60.osf Zone 4 ne 5 ne 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 15 40.1 -43.4 40.1 -53.6 38.8 -42.2 38.8 -51.3 38.4 -41.8 38.4 -50.6 37.9 -41.4 37.9 -49.6 37.5 -41.0 37.5 -49.0 37.1 -40.6 37.1 -48.3 36.7 -40.2 36.7 -47.5 36.2 -39.8 36.2 -46.8 35.8 -39.4 35.8 -46.0 35.4 -39.0 35.4 -45.2 35.0 -38.6 35.0 -44.5 16 -44.0 -54.4 39.3 -42.8 39.3 -52.0 38.9 -42.4 38.9 -51.3 38.4 -42.0 38.4 -50.5 38.0 -41.6 38.0 -49.7 37.6 -41.1 37.6 -48.9 37.2 -40.7 37.2 -48.2 36.7 -40.3 36.7 -47.4 36.3 -39.9 36.3 -46.6 35.9 -39.5 35.9 -45.8 35.4 -39.1 35.4 -45.1 17 41.1 -44.6 41.1 -55.1 39.8 -43.4 39.8 -52.7 39.4 -42.9 39.4 -51.9 38.9 -42.5 38.9 -51.1 38.5 -42.1 38.5 -50.4 38.1 -41.7 38.1 -49.6 37.6 -41.3 37.6 -48.8 37.2 -40.8 37.2 -48.0 36.8 -40.4 36.8 -47.2 36.3 -40.0 36.3 -46.4 35.9 -39.6 35.9 -45.7 18 41.6 -45.1 41.6 -55.7 40.3 -43.9 40.3 -53.3 39.9 -43.5 39.9 -52.6 39.4 -43.0 39.4 -51.8 39.0 -42.6 39.0 -51.0 38.5 -42.2 38.5 -50.2 38.1 -41.8 38.1 -49.4 37.7 -41.3 37.7 -48.6 37.2 -40.9 37.2 -47.8 36.8 -40.5 36.8 -47.0 36.3 -40.1 36.3 -46.2 19 42.1 -45.7 42.1 -56.4 40.8 -44.4 40.8 -54.0 40.3 -43.9 40.3 -53.2 39.9 -43.5 39.9 -52.4 39.4 -43.1 39.4 -51.5 39.0 -42.7 39.0 -50.7 38.5 -42.2 38.5 -49.9 38.1 -41.8 38.1 -49.1 37.6 -41.4 37.6 -48.3 37.2 -41.0 37.2 -47.5 36.7 -40.5 36.7 -46.7 20 42.6 -46.2 42.6 -57.0 41.2 -44.9 41.2 -54.5 40.7 -44.4 40.7 -53.7 40.3 -44.0 40.3 -52.9 39.8 -43.6 39.8 -52.1 39.4 -43.1 39.4 -51.3 38.9 -42.7 38.9 -50.5 38.5 -42.3 38.5 -49.7 38.0 -41.8 38.0 -48.9 37.6 -41.4 37.6 -48.1 37.1 -41.0 37.1 -47.2 21 43.0 -46.6 43.0 -57.6 41.6 -45.3 41.6 -55.1 41.2 -44.9 41.2 -54.3 40.7 -44.4 40.7 -53.5 40.3 -44.0 40.3 -52.6 39.8 -43.6 39.8 -51.8 39.3 -43.1 39.3 -51.0 38.9 -42.7 38.9 -50.2 38.4 -42.3 38.4 -49.4 38.0 -41.8 38.0 -48.5 37.5 -41.4 37.5 -47.7 22 43.4 -47.1 43.4 -58.1 42.0 -45.8 42.0 -55.6 41.6 -45.3 41.6 -54.8 41.1 -44.9 41.1 -54.0 40.7 -44.4 40.7 -53.2 40.2 -44.0 40.2 -52.3 39.7 -43.6 39.7 -51.5 39.3 -43.1 39.3 -50.7 38.8 -42.7 38.8 -49.9 38.4 -42.2 38.4 -49.0 37.9 -41.8 37.9 -48.2 23 43.8 -47.5 43.8 -58.7 42.4 -46.2 42.4 -56.2 42.0 -45.8 42.0 -55.3 41.5 -45.3 41.5 -54.5 41.0 -44.9 41.0 -53.7 40.6 -44.4 40.6 -52.8 40.1 -44.0 40.1 -52.0 39.6 -43.5 39.6 -51.2 39.2 -43.1 39.2 -50.3 38.7 -42.6 38.7 -49.5 38.3 -42.2 38.3 -48.7 24 44.2 -48.0 44.2 -59.2 42.8 -46.6 42.8 -56.7 42.3 -46.2 42.3 -55.8 41.9 -45.7 41.9 -55.0 41.4 -45.3 41.4 -54.1 40.9 -44.8 40.9 -53.3 40.5 -44.4 40.5 -52.5 40.0 -43.9 40.0 -51.6 39.5 -43.5 39.5 -50.8 39.1 -43.0 39.1 -49.9 38.6 -42.6 38.6 -49.1 25 44.6 -48.4 44.6 -59.7 43.2 -47.0 43.2 -57.2 42.7 -46.6 42.7 -56.3 42.2 -46.1 42.2 -55.5 41.8 -45.7 41.8 -54.6 41.3 -45.2 41.3 -53.8 40.8 -44.7 40.8 -52.9 40.3 -44.3 40.3 -52.1 39.9 -43.8 39.9 -51.2 39.4 -43.4 39.4 -50.4 38.9 -42.9 38.9 -49.5 26 45.0 -48.8 45.0 -60.2 43.5 -47.4 43.5 -57.6 43.1 -47.0 43.1 -56.8 42.6 -46.5 42.6 -55.9 42.1 -46.0 42.1 -55.1 41.6 -45.6 41.6 -54.2 41.2 -45.1 41.2 -53.4 40.7 -44.7 40.7 -52.5 40.2 -44.2 40.2 -51.6 39.7 -43.7 39.7 -50.8 39.3 -43.3 39.3 -49.9 27 45.3 -49.2 45.3 -60.7 43.9 -47.8 43.9 -58.1 43.4 -47.3 43.4 -57.2 42.9 -46.9 42.9 -56.4 42.4 -46.4 42.4 -55.5 42.0 -45.9 42.0 -54.6 41.5 -45.5 41.5 -53.8 41.0 -45.0 41.0 -52.9 40.5 -44.6 40.5 -52.0 40.0 -44.1 40.0 -51.2 39.6 -43.6 39.6 -50.3 28 45.7 -49.5 45.7 -61.2 44.2 -48.2 44.2 -58.5 43.7 -47.7 43.7 -57.7 43.3 -47.2 43.3 -56.8 42.8 -46.8 42.8 -55.9 42.3 -46.3 42.3 -55.1 41.8 -45.8 41.8 -54.2 41.3 -45.4 41.3 -53.3 40.8 -44.9 40.8 -52.4 40.4 -44.4 40.4 -51.6 39.9 -44.0 39.9 -50.7 29 46.0 -49.9 46.0 -61.6 44.6 -48.5 44.6 -59.0 44.1 -48.0 44.1 -58.1 43.6 -47.6 43.6 -57.2 43.1 -47.1 43.1 -56.3 42.6 -46.6 42.6 -55.5 42.1 -46.2 42.1 -54.6 41.6 -45.7 41.6 -53.7 41.1 -45.2 41.1 -52.8 40.7 -44.8 40.7 40.2 521Q111111f44-Dra7 40.2 -51.1 30 46.3 -50.3 46.3 -62.1 44.9 -48.9 44.9 -59.4 44.4 -48.4 44.4 -58.5 43.9 -47.9 43.9 -57.6 43.4 -47.4 43.4 -56.8 42.9 -47.0 42.9 -55.9 42.4 -46.5 42.4 -55.0 41.9 -46.0 41.9 -54.1 41.4 -45.6 41.4 -53.2 40.9 `e`53 ,y( �10.(5� -45 e/..4-5Z 4 ''/Api5 • • •••... • • ••••. • . ••••• • ••••••• • •••••• • ••••.. IVIiami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upop.9btaining window and/or door permits for the installation of same, it is the responsibility• of: the permit holder to request window/door framing in -progress inspection, pxio, xo concealment of any horizontal or vertical clip mullion, bucks, shims, efeAriSpectp 1 11 also verify anchor type, edge distance, embedment and spacing. The ••••• pxrpdse fob;flfis inspection, is for the verification of conformance with Product • .8.rpproval rum. • •• • • • Acknowledgement: Qualifier/Owner Signature Date Print Name r�l Lu 0 r VAN HOOSEAR O KIT GARAGE tP- DINING J b1 4- LIVING SEE ENGINEERING • • • • • • •� DETAILS •• •��7�vt EI<: • ACH.Q• . • • . • • • • ••• ••• . • !( Z� -r ✓ • • • • .• ••ef•. •. • . • ••• ••• • •• • • _ •• • • t • •• 42Xa11/2 • • .• (+75/-85) • • rj Q NOA 18-0116..03 ••• • • • • • '- •• _� • • • • • • ••• • • • • • • • •• •• • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eurotech Industries, Inc. 4201 NE 12 Terrace Fort Lauderdale, FL 33334 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: Aluminum Outswing Entrance Door-LMI APPROVAL DOCUMENT: Drawing No. W04-01 Rev F, titled "Aluminum Outswing Entrance Door", sheets 1, 1.1, 2 through 5 of 5, dated 01/15/04 and last revised on MAY 08, 2018, 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 • Ac ptanceinwrtber and expiration date by the Miami -Dade County Product Control Section. •• 11/L SSILE•ID'[1;ACT` tATJ:NG: Large and Small Missile Impact • •Limitation%: • •1' See Desigrt PressutC MP) capacity Single doors & Double doors VS locks + bolts, glazing types and water ratings •:: �� to sheet4. Higher •OPS'ingle/Double Doors at active leaf require 3-point lock and manual Flush bolts at top/bottom. • �. Single.ordouble dopy: may be mulled with approved clipped mullion or sidelites or transom (under separate :"••;approv'a2sp, lower dsgi rating shall apply and such installation to be reviewed & approved by AHJ. • •bABELI1 J : Eachlfrtit shall bear a permanent label with the manufacturer's name or logo, city, state and series and • following s{attment! "Mi'afni-Dade County Product Control Approved", noted herein. ...... 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.miamidade.gov/economy RENDWA'L.of this ArOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 15-0729.14 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI DADE COUNTY APPROVED NOA No. 18-0116.03 Expiration Date: June 10, 2019 Approval Date: May 24, 2018 Page 1 Turotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files below) 2. Drawing No. W04-01 Rev C, titled "Aluminum Outswing Entrance Door", sheets 1 through 5 of 5, dated 01/15/04 and last revised on FEB 01, 2012, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under files # 14-0303.09/#12-0208.03/#09-0310.05) 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) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI- 08-2021, 08-2022, 08-2023 and 08-2024, all dated 03/15/08, signed and sealed by Candido Font, P.E. 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 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing • •• • • • • •,.Test Report No(s). HETI- 03-1882, 08-1889, 08-18890 and 08-2024, dated 01/15/04 thru 02/09/2004, • • all signedannl•sea Ied by Rafael E. Droz-Seda, P.E. (transferred from file # 08-0507.10) •: • • • • •: 3' •; Tei3sile Vest prepared by Hurricane Engineering & Testing, Test No. HETI-04-T 100, dtd • • • 0../39/0L, tested per ASTM E8-01, signed & sealed by Rafael E. Droz-Seda, P.E. • • • • C. • • •C LCUI4TJ NS • • • • 2•. AnchoiiC_alculations and structural analysis, dated 07/23/15, prepared by Al-Farooq Corp., signed and . •• sealed byJ•avad Ahmad, P.E. ..... •• .. �. Glazit •C. plies w/ ASTME-1300-04 & -09. •• • . . ••... ...... D. „• pluALjTx•ASURANCE •... l Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc. for their "Sentry Glas ® (Clear and White) Glass Interlayer", expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America., Inc. for their "Butacite PVB Interlayer", expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 & no financial interests, prepared by Al Farooq Corporation, dated 07/23/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA renews NOA # 14-0303.09, expiring on June 10, 2019. 2. Test proposal # 07-3527 approved by BCCO. \ sti, \ . C_L.......�- Ish�q I. Chanda, P.E. Product Control Examiner NOA No. 18-0116.03 Expiration Date: June 10, 2019 Approval Date: May 24, 2018 E-1 Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. W04-01 Rev F, titled "Aluminum Outswing Entrance Door", sheets 1, 1.1, 2 through 5 of 5, dated 01/15/04 and last revised on MAY 08, 2018, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1116.01 issued to Kuraray America., Inc. for their "Trofosil ultra • "Near, clear & color PVB Interlayer", expiring on 07/08/19. ••.•. •. •• • . • •• • o • 74▪ . S7ATElY1 NTS fetter 1. Statekftt of conformance to FBC 6th Edition (2017)and of no financial interest, • •. • • •••.::.preprad by Al Farooq Corporation, dated 12/10/17, signed and sealed by Javad Ahmad, P.E. •.... ••.... •• •••. •.... G.••OTHER,..•• ••..... • 1. Thic.1414A revises NOA # 18-0116.03, expiring 06/10/2019. • • •.•... • • •• ...... • •• •••• • • . • • 1Q 1.LI. Ish tq I. Chanda, P.E. Product Control Examiner NOA No. 18-0116.03 Expiration Date: June 10, 2019 Approval Date: May 24, 2018 E-2 • • ••. • • • •• • •• • • ••'• • • • • •S• . •• • • SEE LOWER DESITE GN PRESSFOR URE OF SOM TRRANSOM, DOORATING AND UOR �•--- • • : • � � �• • • FRAME WIDTH TRANSOM MULLION SHALL CONTROL DESIGN PRESSURE,.! \ii � ', • • • i : ,y. rj?EV•WED OR AHJ • BE • • FOR ENTIRE ASSEMBLY It 1 1 �. i.__ r "11 ••-• G ALUMINUM OUTSWING ENTRANCE DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS. ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDELITES USING MIAMI-DADE COUNTY APPROVED MUWONS IN BETWEEN. ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDELITES IN COMBINATION WITH TRANSOMS USING MIAMI-DADE COUNTY APPROVED MUWON IN BETWEEN. LOWER DESIGN PRESSURES FROM DOOR. SIDELITE OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECENING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY. IN HVHZ ONE TIME APPROVAL FOR MIAMI-DADE COUNTY TO BE OBTAINED, IN NON HVHZ SUCH PROJECTS TO BE REVIEWED BY AHJ (AUTHORITY HAVING JURISDICTION). •• • 13' MAX. •• • • HEAD/SILL ••• •'5' MAX. HEAD/SILL CORNERS •• • '• • • •• •• • • • •.• ••• '• • • OOO • • • • • • • ••• O. 000R HINGES SEE SHEET 2 FOR QUANTITIES & CAPACITY LEAF WIDTH LOCK OPTION '1' SINGLE DOOR W/ 3 POINT LOCK SEE Dp CHART ON SHEET 2 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SURFACE APPLIED FALSE MUNTINS MAY BE USED 1n LOCK OPTION '2' SINGLE DOOR W/ 3 POINT LOCK + FLUSH BOLTS SEE Dp CHART ON SHEET 2 *ROOK f REVI366o Y amply's' wiH the Marie 6•Nin� Cede Acceptance No Ig-611 .O aim .7dNie"2007 1. J [drawing no. 1 W04-01 'shet 1 of 5) • ••. • •• • •• • • ; •.'; • • •• • • • • • • • • • • • • •• • • • • • (4) ANCHORS AT MTG. STILE ENOS—, AT 3" O.C. DOOR HINGES SEE SHEET 2 FOR QUANTITIES �\ & CAPACITY r HEAD/SILL A • • 75 3/4" • • • • • • • • • • • • •• FRAME WIDTH • • • • ' • • • • • • • • •• • 13" MAX. • • ' • 5" MAX. • • • � � HEAD/SILL • • • • CORNERS • I. • / ACTIVE / LEAF \ \ T \ \ n • • • . • : : • • • 1' •• 0 • •• • • ••• •• • • • • • • • • ••• MIAMI—DADE COUNTY APPROVED MULUON SEE SEPARATE NOA TRIBUTARY END LOAD AND ANCHORS TO BE REVIEWED BY AHJ 29" D.L. OPG. 36 3/6" 29" D.L. OPG. 36 3/8" LEAF WIDTH LEAF WIDTH ! I (3) ANCHORS AT MTG. STILE ENDS AT 3" O.C. INTO CONC. LOCK OPTION '2' DOUBLE DOOR W/ 3 POINT LOCK ♦ FLUSH BOLTS SEE Dp CHART ON SHEET 2 •RODUC r REVT36D P CY4t wits �4 mow Amputee No 1L�,-o114-03 comb. orte___4744944q `tllifff sp.P./ ?1 �� EnsF' \tio.70592 .. _, J{* : 7. 1 May 8,2018 1.(�1 . STATE OF : 4/4:::\ " ORtOt;./e,, r E L-_ 0 a i Q 11 drawing no. W04-01 sheet 1.1of 5 .• ••• • • • . • • •• • • • •• •. ••• • • • ••. • • • • • • . • • •• • • • • • • DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE GLASS TYPE 'A' WIDTH HEIGHT EXT. (+) - NT. (-) 75.0 I 85.0 75.0 85.0 2/6 3/0 3/6 2/6 3/0 6/8 8/0 75.0 85.0 75.0 85.0 75.0 85.0 3/6 75.0 85.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. 2K,___SINGLE D_O 931 (OPTION f ) 3 POINT LOCK STSTLM AT ACTIVE LOCK STILE 36" FROM BOTTOM, KEY OPERATED ON RIOR AND THUMB TURN ON INTERIOR. STRIK 1-1/4' X 1/4" X 16-1/4' LONG ATTACHED WITH (2) /8 X 3/4- SMS HINGES SINGLE DOORS: TWO-HANDED COMB HING EXTRUDED ALUMINUM BRIDGE 2 8Y 'GIESSE' (5) PER LEAF AT 6', 12-, 35', 63-1/2" AND 92-1/2" FROM TOP OF DOOR / DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE GLASS TYPE 'B' WIDTH HEIGHT EXT. (+) INT. (-) 2/6 100.0 140.0 3/0 6/8 100.0 140.0 3/3 100.0 140.0 2/6 100.0 140.0 3/0 7/0 100.0 140.0 3/3 100.0 140.0 2/6 100.0 140.0 3/0 8/0 100.0 140.0 3/3 100.0 140.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. • • • • • • • • • • • • . • .• .• • • • • . • . • •• • OCKS SINGLE DOORS. (o811oN 12) UALLY OPERATED FLUSH BOLTS AT P AND BOTTOM OF ACTIVE LEAF PART #02181 ATTACHED WITH (4) #10 x 1-1/2- SMS. 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36' FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. STRIKE PLATE 1-1/4' X 1/4' X 16-1/4' LONG ATTACHED WITH (2) /8 X 3/4" SMS HINGES SINGLE DOORS: TWO-HANDED COMB RING EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (7) PER LEAF AT 7/0 AND 8/0 DOORS AT 3', 9' AND 26-3/8" FROM TOP AND BOTTOM, ONE AT MIDSPAN (6) PER LEAF AT 6/8 DOORS AT 3", 9' AND 26-3/8' FROM TOP AND BOTTOM 1• • • 'T • / • I / / �• /. �• ;/; • r• ••. I;iit \\\ • •_ \ \ \ \ ' •. . 1 •k• •• \ \ \ •• • • • \ • • •• ✓s./• / I / / / / DESIGN LOAD CAPACITY - PSF DOUBLE (XX) DOORS DOOR SIZE GLASS TYPE 'A' 0R 'B' WIDTH HEIGHT EXT. (+) INT. (-) 5/0 75.0 75.0 6/4 6/8 75.0 75.0 5/0 75.0 75.0 6/4 7/0 75.0 75.0 5/0 75.0 75.0 6/4 8/1 75.0 75.0 LOADS SHOWN ABOVE ARE FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REWIRED. LIMIT EXTERIOR(+) LOADS TO 48 PSF FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. LOCKS DOUBLE DOORS• (OPTION 12) ACTIVE LEAF' MANUALLY OPERATED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART 102181 ATTACHED WITH (4) N8 X 1-1/2' SMS. 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36" FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. ITEM / PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLER/REMARKS 1 ER006 A5 REOD. DOOR FRAME 6063-T8 - 2 ER012 AS REOD. DOOR LEAF 6063-T6 - 3 V21566 1/ LEAF DOOR BASE BOARD 6063-76 - 4 VZ-1483 1/ 000R FRAME SILL 6063-T6 - 5 - 1/ DOOR SILL BASE 6063-T6 - 6 VZ-1481 AS READ. ASTRAGAL STILE 6063-76 - 7 VZ-1535 4/ LEAF GLAZING BEAD 6063-T6 - 6 2801 AS REOD. GLAZNG CASKET EPDM DUROMETER 7555 SHORE A 9 - 1 SHEAR CUP 6063-T6 - 10 1001/50 1/ CORNER CORNER KEY ALUMINUM MONTI :ELLO 11 00600X 4/ LEAF HINGES ALUMINUM GIESSE 12 #10 X 3/8' 4/ HINGE HINGE INSTALLATION SCREWS - PH MACHINE SCREWS 13 - AS REOD. BULB WSTRIPPNO - - 14 #10 a 2' AS REDD. ASSEMBLY SCREWS - HH SELF DRILLING 15 #12 X 1-1/4 - FRAME ASSEMBLY SCREWS - SMS INACTIVE LEAF MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF INACTIVE LEAF PART #02168 ATTACHED WITH (4) /8 X 1-1/2" 5M5. HINGES DOUBLE DOORS: TWO-HANDED COMB HING EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (5) PER LEAF AT 6', 12", 35-, 63-1/2' AND 92-1/2' FROM TOP OF DOOR NOTE: TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. - 3/16" HEAT STREN'0 GLASS 090" Intertoyer Trosifol PVB \ By 'kuraray Americo, Inc.' L` \ r3/16' HEAT STREN'O GLASS 1 La \\\\\ \ SILICONE r-GE SCS 2800 I SILGLAZE II 411115) GLAZING OPTIONS r-3/16' HEAT STREN'D GLASS .100' Interloyer t - Sentry0bs 1 ' By 'Kuroroy Americo, Inc.' � \ t 1 r3/16' HEAT SIt2N'D CLASS 1 1 SILICONE r GE SCS 2800 1 SILGLAZE II GLASS TYPE 'B' •a000C 1' REVISSO es wPy'Fet wit! tAe Fleekb met Cade AareptaseeNe L,-e.II4'e3 a4gambrii auk <pp/ MI -hWuet Cee44e1 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 WWL1111Ii7/1j11 `�. IP.,Q•AHD f/ � 1 t1 Na.70582 1L }7 '. j * �T = ((... I j :I May8,201(0=1 ATE OF : 6(/: ? L0RTDl ..•' 1,IN, 111E1Wt o U 11O,ow, drawing no. W04-01, (sheet 2 of R n Lg •A 19 b • ••. • • • •• •. •. • •• •. •••• • • • ••• • • • • • •• . • • • • .. • • •• •• • • TYPICAL ANCHORS SEE ELEVATIONS • FOR SPACING e EDGE DIST. ACCESS HOLES WITH PLUGS /8 X 1/2' SMS 3" FROM ENDS AND 10" 0.C. MAX. (4) %12 x 1" SMS AT 2" O.C. MAX. AT CENTER OF SILL REDO. AT DOUBLE (XX) DOORS ONLY EDGE 0iST. TYPICAL ANCHORS-i SEE ELEV. FOR SPACING • • •• • •iBY• • . •• • TYPCAL ANCHOR• • • SE! ZLEVAITONSS• • • • BUCK• • •�dR SOWING • •• • •• :::••••• • V . SEE SEPARATE - FOR TRANSOM NOA I _S RATING AND iDETAILS I n � I u I II I II L JI J MIAMI-DADE COUNTY APPROVED MULLION SEE SEPARATE NOA (SEE Dp LIMIT NOTE IN SHEET 1) TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING EDGE DIST METAL STRUCTURE W000 BUCKS AND METAL STRUCTURE NOT BY EUROTECH MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. *BMX f uweIVM#ir1btint MW4‘ Amlaso`r40 Oil ' b3 Lids pte_.1 .Fr10•:•1�1 MS aY fnd•N Ovid SEALANTS: ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH ADSEL OR TEKNA 50729 SEALANTS. ro z q r G Rga CC t voam g,r1 0 sag 8 o E La▪ g TYPICAL ANCHORS: SEE ELEV. FOR SPACING (Fu-177 K51, Fy.155 KSI 8 INTO 2B' WWU GULKS urc wOw 51HUCIURLS w 1-1 2" ar • �.• II HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) " MIN. EMBED INTO BLOCKS JA DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) j14 5M5 OR SELF-DRIWNG SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) CRITICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO W000 STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/F1LLED BLOCK AT JAMBS I'm = 2000 PSI MIN. j11NIIl i`!j�� I? l-F/i tJIO.70592 Tk i .1iyyj 13.' i May 8,201> .(�•'•.• TATE OF 6{/ QU 1- 6 N 0 v 0 0 _ o drawing no. W04-01 [sheet 3 of 5 ) •• 4 ••. • • • •• . • •;• • • • • :•• • • • • • •• •• •• •• • • 1/4" MAX." SHIM -� 8 TYPICAL ANCHORS) SEE ELEV. FOR SPACING CC) ACTIVE LEAF 42" MAX. • • ee • • • • • • • • •• ••i ••• • • • MiHIM• SPACE 1 /4' MAX. • • • • • • • •• • • SHIM c • • • • • • METAL • • ��• • /� /STRUCTURE (2)eB%3/4sms1 .• • • -- •. w. • • w• • • •w •• •• ... • MIAMI-DADE COUNTY APPROVED MUWON SEE SEPARATE NOA SEE SEPARATE NOA FOR SIDEUTE RATING AND DETAILS n I n I II I II I II II 111 UI II Fil 1 tx Ita al FRAME WIDTH SINGLE DOOR LOCKS SEE SHEET 2 \ LEAF WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING LOCKS SEE SHEET 2 EXTERIOR F� 75-3/4" MAX. FRAME WIDTH DOUBLE DOOR \ D.L.O. `(2) 18 X 3/4" SMS LEAF WIDTH I;1It 11 Mf II IN -ACTIVE LEAF EXT. _LOCKS SEE SHEET 2 1/4" MAX. TYPICAL ANCHORS L SEE ELEV. FOR SPACING •RODUC F REVISED r t.ngCCM+K wit! tie MS* binding Cs& Aeeeptaux No ib-0IV, O3 i,eintb•Doe (p(Iv I19 h JCL. 1. AL Prodwet Orly 1BY WOOD BUCK TYPICAL SEEELEVANCHORS • . FOR SPACING J 0 0 0 0 U vai C Mj d N1 x 0 o o v W I O VL� C N Y g — � I 0 n 0 U W 2 m Z c . ono N 0• W d*0r2 in 0 0 N i 2 8 Q re 0 1 i 4 of 8 4. drawing no. W04-01J sheet 4 of 5 • •• ••• •••• • • • • • • • • • • •• • ••• • • • • •• ••• • • • •••• 1.815 0 3.937 -.070 1.634 I 2.658 1.772 —1 DOOR FRAME DOOR LEAF 1.772 —1 .067 - 3.177 1 1 2.921 0 1.s36 �I DOOR BASE BOARD 0 3.937 I 7 1.417 .571 9 —1.772 FRAME SILL O O 1.103 O80 .238— --11.043 SHEAR CLIP ASTRAGAL STILE 2.000 000 —.094 SILL BASE 1.000 p .846 µ .050 1.016 -ti 1.201 �-- GLAZING BEAD LEAF CORNERS FRAMF TOP CORNER FRAME BOTTOM CORNER *ROOM f REVIVED as tPbfa* with t►a FTeri& Widia` Cage Aaeptaaee Nu Ig, /t.p3 sqirst]w Ua.te 4 woe.' artYlPn4.0 Ceoewr }1IIilt7,'' / al 0 Aay 8,20180e - r r�� ATE OF fo [LuiD •J O 0 ZJ 0 U J 7 N O aw<-0� 0. t X r w � n 0 ,o c 0 0 v 0 0 31L r o n s a L ~J) drawing n0. W04-01 sheet 5 of 5