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WS-17-2719 - • _- _.. �...,,.,o-. _... �-._._.`.....mom..... r - LIZ Z r inspection Worksheet MiamiShores Village 10060 N.E.2nd Avenue Miami Shares,FL Phone:(305)795-2204 Fax:(305)76"972 EnspeciionNumber: INSP-292329 PermitNumber: WS-11-17-2719 Scheduled Inspection Bate: March 28,2018 Permit Type: Windows/Sh tiers Inspector: Naranjo,Ismael Inspection Type: Final Owner: BARRY UNIVERSITY ,LL Work Classification: WindowlDoor Replacement Job Address:64 NW 1°11 Street Miami Shares,FL 33168- Phone Number i Parcel Number 1121360030380 Project: <NONE> Contractor: DADE CONSTRUCTION CORP Phone:.(706)664-7623 Building Department Comments n rectio Passed Comments INSTALLATION OF A NEW DOOR AND WINDOW DUE TOttirsPec-rc�R COMMENTS EMERGE=NCY HURRICANE REPAIR Faise, i i F i $73t i Ir€ �tr�r Cornt +ents Passed M Failed; Correction tion ---� Needed, 1 a. t For Inspections please calf(305)762-4943 Page 7 of 19' ` Permit Nn. WS-11-17-27'19 �sNO1 S L,� Miami Shores Village Permit Type:Windows/Shutters 10050 N.E.2nd Avenue NW 0rk Classification:Window/Door Re lacem Miami Shores,FL 33138-0000 Perill 'i p Permit Status:APPROVED yF— ` Phone: (305)795-2204 �ORtOp` Issue 0ate::312212018 Expiration: 09/1812018 Project Address Parcel Number Applicant 64 NW 111 Street 1121360030380 BARRY UNIVERSITY INC Miami Shores, FL 33168- Block: Lot: Owner Information Address Phone Cell BARRY UNIVERSITY INC 11300 NE 2 Avenue MIAMI SHORES FL 33161-6628 11300 NE 2 Avenue MIAMI SHORES FL 33161-6628 Contractor(s) Phone Cell Phone Valuation: '$ 800.00, DADE CONSTRUCTION CORP (786)564-7623 Total Sq Feet: 0 Type of Work:INSTALLATION OF A"NEW DOOR AND WIND Available Inspections: No of Openings:2 Inspection Type: Additional Info:INSTALLATION OF A NEW DOOR AND WIND Window Door Attachment Classification:Residential Final Scanning:3 Review Building Review Building Review Building Review Building Review Structural Fees Due Amount Pay Date Pay Type Amt Paid Amt Due ` CCF $0.60 Invoice# WS-11-17-65664 DBPR Fee $2.00 DCA Fee $2.00 03/22/2018 Credit Card $ 129.60 $50.00 Education Surcharge $0.20 11/15/2017 Credit Card $50.00 $0.00 Permit Fee $120.00 Plan Review Fee(Engineer) $45.00 Scanning Fee $9.00 Technology Fee $0.80 Total: $179.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS, DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zo ing. Futhermore,I authorize the above-named contractor to do the work stated. March 22, 2018 Author Si ture:Owner / Applicant / Contractor / Agent Date Building Department Copy March 22, 2018 1 f a r:U►n Hucx�c4q Miami Shores Village Building Department NOV 1;� 017 01?/ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 \It Tel:(305)795-2204 Fax:(305)756-8972 1 _1 .5 � INSPECTION LINE PHONE NUMBER:(305)762-4949 s �2 bS X61 J` FBC 20 tq BUILDING Master Permit No. r � � PER IT APPLICATION Sub Permit No, UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS [:] CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS:��� y ' " S� City: Miami Shores ` County: Miami Dade Zip: Folio/Parcel#: 1 j 2145 Ioup 1 Ql Q o- 2(a Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee n e Simp11le Titleholder): [ Q I 1 J ( Phone#:L5) G(D Address: i 1' 00 1 C- 2 (Y I I�►z City: t4 i(A)M-k State: zi l p: S31 (0 k Tenant/Lessee Name: Phone#: Email: '_;j n1'_ 6; ►f'Yl I G i V,rn I'-�.s . enY7,) . CONTRACTOR:Company Name: I,CLJQ � \ , y(,1 1 (n �o� Phone#: Address: City: State: F(_ 'p: Qualifier Name: /l Q�Sw Phone#. 5'Z State Certification or Registration#: �1r C1 L1��1 1 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: '— Q�r\ City: — State: — Zip: Value of Work for this Permit:$' ( o Square/Linear Footage of Work: Type of Work: ❑ Addition 7 PPAllt�,eration y�� ❑] Neyw�,� �q2 2-Repair/Replace (�� ❑ Demolition Description of Work: ' o o6kkj 1 1 O n lJ�- tJ� 1 A1C V�� d 0 a a(A w i od o w Specify color of color thru tile: '\ Submittal Fee$ Permit Fee$ ! c l. CCF$ CO/CC$ Scanning Fee$ Radon Fee$ ?—, CU DBPR$ •Q Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ 0 Bond$ TOTAL FEE NOW DUE$ 129 `�V (Revised02/24/2014) Banding 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 comncement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. he obsen of such posted notice, the inspection will not be approved and a reinspection fee will be charged. 0Z Q2/ Signature Signature OWNER or AGENT CONTR CTOR The foregoing instrument was acknowledged beforemethis The fore ing instr ment was acknowledged before me this �! day of 0�^�At'6 L/ ,20 / , by day of /OGI'10 aPO 20 17 , by $ur JItl�► K.lk1 'L/yu who is personally known to fi0 �rS who is personally known to ------------- or who has produced as me or who s produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: ry O Sign: Sign: �+ "40 Z Pgn ! Print: �I �„ITC,et S State of FloridJA*1 Seal: COmmiSslon GG057110 ion FF 188481Expires:January 12,2021 2/2018 '��� 0 �`��` Bonded lthru Ann Nary AC lll/ APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application- Miami-Dade County Page 1 of 1 'NOFFICt UF THE F"ROPER12Y AP10)"RAISER I pa*-1 Summary Report Generated On: 11/2/2017 Property Information � '� ` Folio: 11-2136-003-0380 ' 4 Pro a Address: 64 NW 111 ST p Miami Shores,FL 33168-4322 Owner BARRY UNIVERSITY INC 11300 NE 2 AVE . ' Mailing Address MIAMII SHORES,FL 33161-662877 a PA Primary Zone 0800 SGL FAMILY-1701-1900 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT r Beds/Baths/Half 3/2/0 Floors 9' Living Units Actual Area 1,924 Sq.Ft . ... Living Area 1,584 Sq.Ft Adjusted Area 1,811 Sq.Ft Taxable Value Information , Lot Size 9,150 Sq.Ft 2017 2016 2015 Year Built 1940 County Assessment Information Exemption Value 1 $248,876 $226,251 $205,683 Year 2017 2016 12015 Taxable Value $0 $0 $0 Land Value $196,886 $164,440 $164,440 School Board Building Value $126,045 $126,045 $126,045 Exemption Value $325,456 $293,041 $292,653 XF Value $2,525 $2,556 $2,168 Taxable Value $0 ; $0 $0 Market Value $325,456 1 $293,041 $292,653 City Assessed Value $248,876 $226,251 $205,683 Exemption Value $248,876 $226,251 $205,683 . Taxable Value $0 $0 $0 Benefits Information Regional Benefit Type 2017 2016 2015 Exemption Value $248,876 $226,251 $205,683 Non-Homestead Assessment Taxable Value $0 $0 $0 Cap Reduction $76,580 $66,790 $86,970 Educational Exemption $248,876 $226,251 $205,683 Sales Information Note:Not all benefits are applicable to all Taxable Values(i.e.County, Previous Sale Price OR Book-Page Qualification Description School Board,City, Regional). 08/01/1987 $80,000 13396-0255 Sales which are qualified Short Legal Description 10/01/1979 $52,000 10540-2317 Sales which are qualified • 11/01/1973 $50,000 00000-00000 Sales which are qualified MIAMI SHORES EXT PB 43-40 LOT 6 BLK 220 LOT SIZE 75.000 X 122 OR 13396-0255 0887 1 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 hftp://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 11/2/2017 f 2017 FLORIDA NOT FOR PROFIT CORPORATION ANNUAL REPORT FILED r DOCUMENT#711458 Apr 27, 2017 Entity'Name: BARRY UNIVERSITY, INC. Secretary of State r Current Principal Place of Business: CC2519040112 11300 N.E.SECOND AVENUE ROOM 105 FARRELL HALL • MIAMI, FL 33161 Current Mailing Address: 11300 N.E. SECOND AVENUE ROOM 105, FARRELL HALL MIAMI, FL 33161 FEI Number: 59-0624364 Certificate of Status Desired: No Name and Address of Current Registered Agent: DUDGEON,DAVID 11300 NE SECOND AVE LAVOIE HALL#209 MIAMI,FL 33161 US The above named entity submits this statement for the purpose of changing its registered office or registered agent,or both,in the State of Florida. SIGNATURE: Electronic Signature of Registered Agent Date Officer/Director Detail Title S Title T Name DUDGEON,DAVID Name ROSENTHAL,SUSAN Address 11300 NE SECOND AVE Address 11300 N.E.SECOND AVENUE City-State-Zip: MIAMI FL 33161 City-State-Zip: MIAMI FL 33161 Title D Title PD Name BUSSEL,JOHN Name, BEVILACQUA,SISTER LINDA Address 11300 NE SECOND AVE Address 11300 NE SECOND AVE City-State-Zip: MIAMI FL 33161 City-State-Zip: MIAMI FL 33161 Title VP Name MURRAY,JOHN Address 11300 N.E.SECOND AVENUE City-State-Zip: MIAMI FL 33161 w I hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as it made under oath;that I am an officer or director of the corporation or the receiver or trustee empowered to execute this report as required by Chapter 617,Florida Statutes;and that my name appears above,or on an attachment with all other like empowered. l SIGNATURE:DAVID DUDGEON GENERAL 04/27/2017 COUNSEL/SECRETARY I Electronic Signature of Signing Officer/Director Detail Date t l I r L 1 f" 5�i�c. Miami Shores Village ` oe Building Department logo 10050 N.E.2nd Avenue Miami Shores, Florida 33138 gree►N$°yb Tel: (305) 795.2204 ORIUp' 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: 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). Acknowledgement: Qualifier/Owner Signature Date Pr' t e , 'DQ Studio / Architects February 28,2018 Building Department 10050 NE 2ND Ave, Miami Shores,Fl,33138 305-795-2204,Fax 305-756-8972 ATTN.Ismael Naranjo,BO Email:bo@msvjlgov Re:Rejection Comment(Permit#17-2719) Thank you for the review of this project. Below are the comment(s) requiring corrective action and followed in red italics,associated response(s).All revisions corresponding to changes per comment(s) have been clouded with delta 1. •••• 6.30•• Review Section RER Zoning Comments and Responses: •• • • ••••a• •• •• 6666•• Correction: Letter of Intent • 6666•• • • • 6666•• 1. Engineer calculations should comply with section 1620 of the 2014 FBC'�Qii�ing. 6.66•• • Response: Please refer to the revised sheet A-1 with corrected calculations.• :*00 ••:•.• e • • • 6666•• 6666•• • • • • • Drawing sheets Includes: Cover, A-1,A-2, A-3,A-4 .••••. Thank you, Daniel Diaz,RA,NCARB,LEED AP BD+C Studio / Architects C:786.239.1322/8245 SW 42nd St, Miami, FL 33155/114 3`d Ave South, Lake Worth, FL 33460 www.d-g-s.com 64 NW 111t'Street Miami Shores, FL 33168 Pagel Residential door and window replacement Feb. 28, 2018 c,+� 5t�,�,t�r►s �: 3 ...... . .. ...... .... .... . . .... .... ..... . ...... .... ..... . . . . ...... pt W., ©W t `t 3Vo . ow S . S �1� ��� �-�b�t- tk.SS ��r fir►_�' �......_..�;...._., d � - ►-� fi �_ 1 RECEIVED cIr 1. U-, n� p, 4� MASONITC 149•MAX. F, `L-`°p i AY 21" MAX 36.375" � 37.5" MAX. Q STORMGUARD FIBERGLASS DOOR UNIT D.L.O. PANEL WID - RAME WIDTH 6'-8'DOUBLE DOOR WITH/WITHOUT SIDELITES W/AsrRACAL - �O GENERAL NOTES _ C O Q 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO W() THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7• MINIMUM _ DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,DOES NOT EXCEED THE DESIGN PRESSURES LISTED. C L00 U 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF LL)-0 < A U-0A HURRICANE PROTECTIVE SYSTEM (SHUTTERS). ,i; _ W � 3. POLYURETHANE CORE FLAME SPREAD INDEX Of 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. R5 ' Lu w h Q CC 4. PLASTICS TESTING: e 'D TEST.DESCRIPTION DESIGNATION FACING LITE FRAME ` .. SELF IGNITION TEMP -ASTM.D1929 752 'F > 650'F- 842 'F > 650'F < RATE OFBURNING ASTM'D635 0.56IN MIN -1.28 IN MIN- SMOKE DENSITY - ASTMD284353.4% - 70.2X- L m V "1 _ TENSILE STRENGTH- ASTM D638- 3.2% DIFF - 1.8X DIFF - c/) ! y g ■■ 5. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP. ASTM D1929 779 'F > 650'F l _ RATE OF BURNING ASTM D635 0.0 IN/MIN � L SMOKE DENSITY ASTM D2843 39.0X •..• W I- U `� O TENSIE STRENGTH• ASTM D638 3.6X DOFF � C] J a. • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING' (� W '] DOUBLE DOOR UNIT W/SIDELITES n, 4500 HOURS XENON ARC METHOD 1 cc 0 z C) Q ! Ad*dlmmNN V)VO3} CL Z Lij tJa.1Y3N1e In In In m Q O Q Do N m f/1 W W O W aaQ 000 VI �O� O OZV V) Q� O W 1D co NQ .. • • - O DOUBLE DOOR LW SINGLE DOOR UNIT •• S91GLE �Of)� t�JR� • S&"F.DOOR UNIT W=EL ITES DOUBLE DOOR UNIT W 1DE= WRH SIDELD'E •• •4VIR1 SiDRITE• • • •• - U m<Z WHERE WATER INFILTRATION PERFORMANCE IS oATe 419107 TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE C -MAX WIDTH -INSWI NSWING - BUMPER 0 S Z-SERIES 0 S HIGH--NV-079'- se": N.T.S. SHEET DESCRIPTION X .0 - . .0 -553p N A +25.0 -25.0 +40.0 -40.0 +55.0 - 5.0 on.BY. SINS 1 TYPICAL ELEVATIONS k GENERAL NOTES XX 74 50. 0 - .0 • N A +25.0 =25.0 +40.0 -40.0 +55.0 -55.0 ANCHORING TIONS & DETNLS X or 0 ♦ ••N A +25.0 .-25. +40.0 -40. +55.0 CHK.•r 3 ANCHORING-LOCATIONS-& DETAILS = 0X0 IItd ?55.0 �6S!0 5.0 - .0 N A . +25.0 -25.0 +40.0 -40.0 +55.0 - 5.0 KURT BALTHAZOR oe�wm No. OXXO 149 +50.0 -55.0 +55. -55.0 N A +2 -2 +40.0 -40.0 + 5. -5 .0 FLORIDA P.E. DWG-M4-FL0172-07 . - 156533 SUET-L of • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • cc 00 6' SEE DETAIL 3. 6' U Q Cp .� 3" "E" 3' O J i= I I I 107. 6' 6" 6" 6" 6- 6'�- cr O O h z 0- o �� Lf) U M W W SEE DETAIL r-N rn "D' LLJ SEE DETAIL o SEE DETAIL .�. _ A — W _ — "c. W B W B O O n •_ A A 9 v G G H n H g gr I- 6' 3 a J8 r 6" 6' tl it I 1 3' L 3. 3•—1 3- 3 3- 3" -1 I�6. )A— 6 SEE DETAIL 6- #8 x 2" ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH #8 x 2" #10 x 5/8" THE THRESHOLD & INTO THE w STRUCTURE DEEP ENOUGH a a1n #10 x 5/8" FOR A 1.375" THROW a a uj #8 x 2" #10 x I" DETAIL "E" ASTRAGAL o z DETAIL "F" ASTRAGAL V a #10 x 2-1/2" ATTACH ASTRAGAL RETAINER BOLT =)o y U #10 x I" STRIKE PLATE TO FRAME P #10 x 5/8" AS SHOWN. z< w DETAIL "C" DETAIL "D" " W O] Q �}� 0.962" •9j124•4V%T VKVTMENV DECORAThE INSERT 0.124"HEAT STRENGTHENED DECORATIVE INSERT N O 1.375 III �� O.Or'SAFtIX(MDA LIS-WO1.1) _ (OPT�K) 0.090'SARDf(NOA 15-1201.11) — (ovnoNAL) Ill! ••0.124' T S44FIMH�EA• 000 x.0124'TEMP. 0.124'HEAT STRENGTHENED (—.0124'TEMP. T T ..' ... '.. '.' . 1/2'BRE 1/2-EREUH Q z INSWING THRESHOLD BUMPER 0/S THRESHOLD A- DAM- 4 9 07 _1.. ^ 1 _ •:� DOW 995 . • ••• SII o95 •• '.i,. i • DOW�� Dow 995 :�.,,• sDALc: N.T S - 1.482 1.75' 1.047 � i � ' i • ri';• ..•,•.,, Z,...,,,.,. DRC.Er. SWS T T .. . •'• • ••• TYPICAL GEAZING DETAIL ALTERNATE GLAZINGAIL � Owllwnlc NO.: 2-SERIES O/S THRESHOLD HIGH DAM O/S THRESHOLD IMPACT RATED GLASS IMPACT RATED GLASS DRQ-MA-R0172-07 SHEET a OF • • • . • • • . . • • •• •• • • . •• •• ••• . • . ••• • . SEE DETAIL 3' 6` -'{ 1 1 6' O11 'E' SHT. 2 L 3'- 3' 1 3' 3' 6' Q �- 6" 6'—I I I 1 1 I I 6' 6' 6' Q �Q O b cc 3 cD N ~ � 2 U a SEE DETAIL aLou } "D" SHT. 2 — — N ZO Lo►� Q '-Lo o 3 SEE DETAIL "C' SHT. 2mi A n W B C A A G H 6 m ♦ G _ v _ riL _ m r I I II II II it � � N it 3 3• 3' 6" 3' A I- 3" e o SEE DETAIL 6" 6- 'F* SHT. 2 6" a a HARDWARE SCHEDULE 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND voo'vo) SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. ui ATTACHMENT DETAIL 1.25 2. 4" X 4" FULL MORTISE BUTT HINGES. i 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, '-ItN 0'IAX 25' 1'xt�2' CORRUGATED /10X2• WOOD SCREW a a r SIGNED AND SEALED BY ROBERTO LOMAS, PE I M 3" ROM EACH END 6" FROM EACH END �D AND �" oc AND t2- oc a z (FLORIDA X62514) WITH THE LOWEST (LEAST) CL �m FASTENER RATING FROM THE DIFFERENT FASTENERS ;: jr�0 BEING CONSIDERED FOR USE. JAMB, HEAD, AND ,_;• A� c a THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CAULK #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRYAC�ARYLIC EX SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION .CAULK +CL LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". a WOOD SCREW EDGE DISTANCE MIN 3/4". •• ••• • • a � . . �. �:.�.•. . COMBINATION WOOD COMBINATION WOOD Lill'- 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM •• 1.�'1rs • • • MULLION (BOXED) MULLION (BOXED) ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHENEMENJ 1— 045' )) _ )) pp •• ••I• • - (3yyDgD SCRiEWS (4WOOD SCR1 2' v m<z OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE M EACH END EACH END MINIMUM EMBEDMENT OF 1-1/4". GL—� �— aTc: 419107 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ; •;• • ';' .,. ;• ';• ' -scKa N.T.S. - TRANSFER LOADS TO STRUCTURE. • • • • • DM BY: SwS 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. � �• �1_rQIC*0WOOD08UCli' AT4Z:HORR INSTALZATIO INTEGRAL WOOD INTEGRAL WW owc-►eA-Fl 0172-0� MULLION (CHS) MULLION (CHS) sir a •. • • • • • • • • • • MIAMI-DADS MIAIVII—DADS COUNTY,FLORIDA r M6 ,11 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES•(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 •F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) w%yw.miamidnde.gov/economy Sunshine Windows Manufacturing,Inc. 1745 W.33`d Place Hialeah,FL 33012 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"2000"Aluminum Single Hung Window-N.I. :AtrAOV4L P.00UMENT: Drawing No. SH08-02, titled "Series 2000 Aluminum Single Hung Non- :"": Impact RestvAnt 931ass", sheets 01 through 06 of 06, dated 04/14/08, with revision no. 2 dated 12/05/14, prepared by manufacturer, signed and sealed by Francisco Hernandez, P. E., bearing the Miami-Dade •••••• Oounty Proav0 C;ntrol Section Revision stamp with the Notice of Acceptance number and Expiration date "'• ;by'ltr'Miaq it-AQAde County Product Control Section. • NIISISILE TWACT RATING:None. ..... *UVE1 LI9G►Each unit shall bear a permarien� label with the manufactirees name or'logo, city, state, • series, and f8r6vring statement: "Miami-Dade County Product Control Approved", unless otherwise noted gRUrjEW;-%bf tris NOA shall be considered after a renewal application has been•filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words.Miami-Dade County, Florida, and followed by.the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0320.09 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime-D.Gascon,P.E. NOA No. 14-1224.09 MAMMA COUNTY Expiration Date: May 08,2018. Approval Date: Apri169,2015 �j1��� Page 1 Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 07-0119.07) 2. Drawing No. SH08-02, titled "Series 2000 Aluminum Single Hung Non-Impact Resistant Glass", sheets 01 through 06 of 06,dated 04/14/08, with revision no. 2 dated 12/05/14,prepared by manufacturer, signed and sealed by Francisco Hernandez, 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) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked up drawings and installation diagram of a series 2000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTI-5124,dated 08/27/07, signed and sealed by Carlos S. Rionda,P.E. (Submitted under previous NOA No. 07-0119.07) 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 0000.. • jalopg with marked-up drawings and installation diagram of a series 2000.aluminum • sl9le hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report �;•,• ;;�;TQi FTL-5127, dated 03/28/07, signed and sealed by Michael Wenzel,P. E. •••:.0 ; 0.(&bmitted under previous NOA No. 07-0119.07) 0000.. 0000 C.' CA11CMATIONS 0000.. . 000An0. • •0••• 1. chor verification calculations and structural analysis, complying with FBC 51h 0 0 0 0 0. 0000.. 0 •.•Edjtion (2014), prepared.by manufacturer, dated 12/06/14, signed and sealed by • Francisco Hernandez, P.E. 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). Jaime D.Gascon,P1 E. Product Control Section Supervisor NOA No.14-1224.09 Expiration Date: May 08,20.18 Approval Date: April 09,2015 E--1 Sunshine Windows Manufacturing,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Pecora Corp. Part No. Pecora 895 EPDM exterior glazing gasket complying with ASTM C 794-30 pli, ASTM D412---Tension of 550 PSI, ASTM D 624--40 lb./in., ' ASTM D 2240—Hardness Shore A 27 Durometer, ASTM C 510—None, ASTM D 471-70 HRS 257°F and ASTM D 3835-3.0 HRS 180°F, ASTM C 71950%, ASTM D 3960-12 g1L,ASTM C 679--31us. 7 to 14 days,ASTM C 639—Nil. F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 5'h Edition(2014) and of no financial interest, dated 12/28/14, signed and sealed by Francisco Hernandez,P. E. 2. Department of State Certification of SUNSHINE WINDOWS MANUFACTURING CORPORATION, INC. as a for profit corporation, active and organized under the laws of the State of Florida,dated 11/24/14 and filed by the Secretary of State. 3. Statement letter of conformance, complying with FBC-2010 and of,no financial interest,dated 03/12/12, signed and sealed by Francisco Hernandez,P. E. (Submitted under previous NOA No.10-0222.05) 4. Laboratory compliance letter for Test Report No. FTI-5253, dated 10/10/07, issued •• by Fenestration Testing Laboratory, Inc., signed and sealed by Carlos S.Rionda,P. E. • ; •••• (&ibmitted under previous NOA No. 07-0119.07) •••••.5. ••i atoratory compliance letter for Test Report No. FTL-5127, dated 03/28/07, issued •;•••• by Fenestration Testing Laboratory,Inc., signed and sealed by Michael Wenzel, P. E. • ••"?bmitted under previous NOA No. 07-0119.07) ...... . .. .. .. ..... ... . . . . • G. •OT • ':"':1. '.Notice of Acceptance No. 12-0320.09, issued to Sunshine Windows Manufacturing, • Itic-for their Series "2000 Aluminum Single Hung Window-N.1.", approved on 05/17/12 ...... d'tid expiring ori 05/08/18. • J'ainic D.Gascon,P. Product Control Sectioh Supervisor NOA No.14-1224.09 Expiration Date. May 08,2018 Approval Date: April 09,2015 E-2 .. .. . . . .. .. . . . . . . . . . . . 00 • • 00 . . . ..• . ... .. .. .. .. • • • • •• • • • DESIGN PRESSURES CHART-PSE : • • • • • 4' 10' MAX. 4' • • • • • Ii- •• /,Nw,H••• ••• • ANCFIOR DESIGN PRESSURE-PSP r(al I DIMENSION SCHEDULE �:'etj�V� :�ii>i:'.... O56-ANN.GLASS 3/16•ANN.OLASS 1M'ANN.CLASS lµ:7PJAP.0I.ASS/ Sunshne Windows PERHEAD - uOnIdOC�IAIM]��IIC. �VpT11 HELM' Pot IAMD FALSE MUNINSe ••• i•• i• • AND SILL EXT. INT. EXT. INT. I EXT. INT. EXT. I INT. 1745 W.33rd P x• (SURFRC ApR=EDZ • • • •• ft:( Hawn- x12 ��DD • •• • ts•/s' 3 75.3 204.0 75.3 209.0 75.3 209.0 75.3 209.0 Ph:(sos)3Ehwa2 Lr •• • • • • • ••• tb 1rY 3 75.3 146.0 75.3 200.2 75.3 209.0 75.3 209.0 g D t 1 31 4 3 75.3 121.8 75.3 121.8 75.3 171.7 75.3 171.7 r gD MAX 6 75.3 76.0 75.3 76.0 75.3 154.0 75.3 154.0 � _z 19 t/s• 3 75.3 130.0 75.3 194.4 75.3 194.4 75.3 194.4 Q L -I D - 281/2- 3 75.3 88.0 75.3 160.9 75.3 160.9 75.3 160.9 S1• aro• 4 4 58.2 58.2 _.75.3. 93.3 75.3 145.7 75.3 145.7 �I s3 t/e• _ 6 42.5 42.5 55.5 55.5 75.3 112.4 75.3 112.4 u i/C 3 75.3 93.2 75.3 200.0 75.3 204.8 75.3 204.6 I I m t/Y 3 74.0- 74.0 75.3 130.0- 75.3 162.2 75.3 162.2 r^ 37• y/� 4 6 50.8 50.6 75.3 81.2 75.3 124.0 75.3 _135.2 Q a raj 10' MAX 4 53 I/e g 30.7 30.7 45.6 45.6 75.3 87.1 75.3 92.3 C4 WINDOW WIDTH N is t/W 3 73.0 73.0 75.3 163.0 75.3 183.5 75.3 183.5 Go V Q 2s 1/2• 3 58.8 58.8 75.3 102.0 75.3 14.1.0 75.3 142.2 p TYPICAL ELEVATION 1 OVER 1 a' 7 (p� sY 4 45.5 45.5 73.8 . 73.8 75.3 95.8 75.3 113.9 � ss i/W 6 30.2 30.2 40.0 40.0 62.6 62.6 75.3 96.9 z O is t/s' 3 60.8 60.8 75.3 143.0 75.3 173.2 75.3 173.2 z GENERAL NOTES: 2s tAr 3 48.6 45.6 75.3 64.2 75.3 120.0 75.3 132.6 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDITION (2014). 3Y 74 t/p 4 8 40.0 40.0 83.5 63.5 75.3 82.1 75.3 103.9 2.- MIAMI-DADE APPROVED SHUTTERS ARE REQUIRED. t/e• 6 - _ _ - 55.8 55.8 75.0 75.0 3.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. - 4.- FOR ANCHOR TYPE AND SPACING REFER TO TYPICAL ELEVATIONS AND SECTIONS gj ON SHEET 2 THRU 4. o 5.- CONCRETE/ MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: o � CONCRETE STRENGTH Fc'28 3000 PSI MIN. N o - CMU AS PER ASTM C90. CMU MUST BE 8-INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM U COMPRESSIVE STRENGTH OF 1.9 KSI. z - FILLED CMU Fm' - 2000 PSI MIN. 8 6.- USE NON-SHRINK, NON-METALIC HYDRAULIC CEMENT GROUT PER ASTM C1107/Ci107M STANDARD SPECIFICATION FOR PACKAGED DRY. 7.- WOOD HOST STRUCTURE SHALL BE SOUTHERN YELLOW PINE" G= 0.55 OR GREATER DENSITY. n v 8.- STEEL HOST STRUCTURE SHALL NOT BE LESS THAN 18 GAUGE. STEEL SHALL BE Fy = 36 KSI MIN. o 9.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/8'. ALUMINUM SHALL BE 6063-T6. o 10.- 1X OR 2X WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE PROPERLY i a ATTACHED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUCTURE AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. ODUC REVISED, DRAWING No. 11.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERL43 SHALL BE PROTECTED (BY OTHERS) amtplyiosWNhtboPlald• SHO$-02 AS SPECIFIED IN FBC 5TH EDITION (2014). u6d1tt6Co6. - lAcmOF pMoN0 4 DAIS 04-14-06 GLASS: - t0 02B 12-05- 1/8 ANNEALED, 3/16' ANNEALED, 1/4'ANNEALED OR 1/4' TEMPERED GLASS. SCALE t 2'=1' r;2SProduv Contml FRANCISCO HERNANDEZ FLORIDA PE / 51393 SHEEP t OF 6 .0 • ••• • . • ••• . • ••• • • • • 000 • • • ••• • ••• 1/4'ULTRACON 1 1/2'MIN. PENETRATION INTO WOOD. •• •• •• • •• • 1• (FOR MAX.ANCHOR SPACING AND NUMBER OF ANCHORS • • • • •• • • • REFER TO ELEVATION AND DESIGN PRESSURES CHART 2 1/2' MIN. 2 1/2' MIN. • • ON SHEETS 1 OF 6) . - - - 111N q.TRACOM M•1/4'I,aN. EMBBD1gR IYTO CONCRETES FOR Nom• THROUGH 1 BY WOOD BUCK. :;Y.<�:iii�3% •Tri'?ik;}.S: ..�, .•' .. • (FOR MAX.ANCHOR SPACING AND NUMBER OF ANCHORS Sunshine H�YIdORS .. REFER TO ELEVATION AND DESIGN PRESSURES CHART .W sWx% 1 Qi a).•• ••• •• z BY wooD Buac BY OTHERS. til0IN1(OC(UTill9,Inc ` • TYPICIL FOR MEA4 • • • • MUST BE PROPERLY ATTACHED TO 1745 W.33N Pl— • ••• • • • • •• • TRANSFER GLAZING SYSTEM LOADS H~,FbiW.33012 • • • • • •• • • TO THE STRUCTURE. SHALL BE APPROVED P1,;(305)364-9952 • • • • • • • • • BY BU9DINC OFFICIAL PRIOR TO F—(305)026-5115 •• • • • • • 000 •• •• - - WINDOW INSTALLATION. 4 � � DETAIL Al DETAIL A2 ell ATTACHMENT TO CONCRETE ATTACHMENT TO WOOD �r /4'SMS THROUGH METAL TYPICAL ANCHORS (FOR MAX.ANCHOR SPACING AND NUMBER V OF ANCHORS REFER TO ELEVATION AND 1/4'SMS 11NROUGH METAL _ DESIGN PRESSURES CHART ON SHEET 1 OF 6. w T• TYPICAL FOR HEAD. MIN. (FOR MAX.ANCHOR SPACING AND NUMBER 1 OF ANCHORS REFER TO ELEVATION AND MIN. DESIGN PRESSURES CHART ON SHEET 1 OF 8. MIAM-DADS COUNTY APROVED rA z TYPICAL FORHEAD. MULLION. (UNDER SEPARATE APPROVAL) O z It II II a L_ __=J N r 4 U W D �H DETAII A3 DETAIL A4 o Z U9 ATTACHMENT TO METAL STRUCTURE DETAIL ATTACHMENT TO MULLION 2 z Q (STEEL OR ALUMINUM 1/8'MIN.THICKNESS) (STEEL OR ALUMINUM 1/8'MIN.THICKNESS) N r1 N 1 aav - _ LIE - N... RODT)CTRBVISBD DRAWING No. aro Vlyftwkhdwp ma _ SH08-02 / - ltvle OoNNO.L - DATE04041408-aa SCALE-' i 2 TYPICAL HEAD SECTIONS • 1 MI�Producl Conhol �� FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 2 OF 6 . . . . . . . . . . I .......... .......... .. •i i j•. • i•• • •i ••• •i• i•i • • •i• i I� - I I I I I Sunshine Windows W I I Manufacturing,Inc. g • •I •• •• I 1745 W.33rd Pbe• I N • • . • . ,S • _ HW du HI•M°33012 '� •• Pk(305)364-9052 d.. TIN �.,: '.s>; 3/4'MAX.MON-SKUNK GROUT 00 .•' on I"BY WOOD BUCK 4 2 BY WOOD DUCK BY OTHERS. rA :.c _ n i '• .- MUST BE PROPERLY ATTACHED TO, .aTRANSFER GLAZING SYSTEM LOADSN e' TO THE STRUCTURE SG OF IREAPPROVED BY BUILDING OFFlCUIL PRIOR TO WINDOW INSTALLATON.a 2 1/2" M2 1/2` MIN. �-t MIN. 1/4"SMS 1 1/2"MIN. PENETRATION INTO WOOD. 2 1/2" MIN. 2 1/2` MIN. (Fart MAX.ANCHOR SPACING AND NUMBER E•, 1/4"ULTRACON 1 1/4" MIN. EMBEDMENT OF ANCHORS REFER TO ELEVATION AND INTO CONCRETE THROUGH 1" BY WOOD BUCK DESIGN PRESSURES CHART ON SHEET 1 OF 6). H OR NON-SHRINK NON-ME AWC GROUT TYPICAL FOR SILL. -1/4"ULTRACON 1 1/4"MIN.EMBEDMENT INTO CONCRETE (FOR MAX.ANCHOR SPACING AND NUMBER $ a W (FOR MAX.ANCHOR SPACING AND NUMBER OF ANCHORS OF ANCHORS REFER TO ELEVATION AND REFER TO ELEVATION AND DESIGN PRESSURED CHART DESIGN PRESSURES CHART ON SHEET 1 OF 6). fV Ery ON SHEETS 1 OF 6). TYPICAL.FOR SILL ONLY. V DETAIL Cl TYPICAL FOR SILL ONLY DETAIL C2 DETAIL C3 ^a ATTACHMENT TO PRECAST SILL ATTACHMENT TO CONCRETE ATTACHMENT TO WOOD _ z I I °z I I xz I I I i � I I N I = I N 8x_O _N.( ETMULLION.. UNDER SEPARATE APPROVAL) I II L �— -- J ( AND NUMBER 1" 1/4"SMS THROUGH METAL. N ISMS"'THROUGH METAL."- IN. (FOR MAX.ANCHOR SPACING AND NUMBER 1• (FOR MAX.ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND r ...MIN• OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). DESIGN PRESSURES CHART ON SHEETI OF 6). TYPICAL FOR SILL TYPICAL FOR SLL DETAIL C4 DETAIL CS RODUCTRBVISHD DRAWING No. ATTACHMENT TO METAL STRUCTURE ATTACHMENT TO MULLION wmPlYbtwbbDmPlGHld� SH08- A02 (STEEL OR ISANUM 1/6•MIN.THICKNESS). (STEEL.OR ALUM. 1/6-MIN.THICKNESS) =No G� IZ-.4- t DATE:04-14-M - scALE:1 x•-1• 0� OctGSntro TYPICAL SILL SECTIONS „1.OI m0 ORIDAA PN E � 51393 sHEEr 3 of 6 . . . . . . . . . . 1/4" MAX. SHIM SPACE • ••• • ••• 1/4•MAX. SHIM SPACE - SHIM SPACE • •• • - •'�' • • •• By BUCK It(OlI1ERS. _ (, •' i • BE ATTACHED TO 1/4"SMS THROUGH METAL. - ••• • • • •TTRAAANNSFErt• I SYSTEM LOADS (FOR MAX.ANCHOR SPACING AND SHALL BE APPROVED TO THE STR iU NUMBER OF ANCHORS REFER TO 1 1/2• BY BUILDING OFFICIAL PRIOR TO ELEVATION AND DESIGN PRESSURES •• WINDOW INSTALLATION. SunShms W'mdM • MI•N .. ... .. CHART ON SHEET 1 of s). mcirducludng,Inc. TYPICAL FOR JAMBS. 1 1/4" • • A/'•SMS 1 1/2'MIN. PENETRATION INTO WOOD. 1745 TNtd.K W.33rd 5012 (1.OR•MRX.ANCHOR SPACING AND NUMBER Ph:(305)354-0052 MIN. 0 • €•pP 41-RS ZLgM H ELEVATION SH ANo Fe.(aos)e2e-s1 1e •• • • • SSI T��tLPF�L�ERs�Jt�1RLS CHART ON SHEET 1 of s). TyP6 z to f DETAIL D2 N 1/4'TAPCONS 1 1/4'MIN.EMBEDMENT ATTACHMENT TO WOOD a \ INTO CONCRETE THROUGH 1"BY WOOD BUCK OR NON SHRINK NON METALLIC GROUT DETAIL D3 a (FOR MAX.ANCHOR SPACING AND NUMBER ATTACHMENT TO METAL STRUCTURE ESSZ -• OF ANCHORS REFER TO ELEVATION ANO DESIGN PRESSURES CHART ON SHEET 1 OF 8). (STEEL OR ALUMINUM 1/8' MIN.THICKNESS) TYPICAL FOR JAMBS (� DETAIL DI J a ATTACHMENT TO CONCRETE GLAZING DETAIL CA 1/8", 3/16-. 1/4" ANNEALED W z 1/4'SMS THROUGH METAL OR 1/4" TEMP. GLASS z (FOR MAX.ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATION AND DESIGN PRESSURES CHART ON SHEET 1 OF s). GLAZING TYPICAL FOR JAMBS. GLAZING TAPE BEAD -DADMOVED ULLION. (UNGDERRSSEPAARRATEE APPROVAL) "N 3/8"GLASSBITE R96 (TYPICAL) 6 I I 0a0� N W1 II II N N L oo � DETAIL D4 N ATTACHMENT TO MULLION A.A A DRAWING No. —REVISED SH08-02_ _ murylyNlgvnwlLwFLoIiM - - - - - - uRdingCodo DATE 04-14-08 ■xoNo m-0S�'¢ DEZ SCALE; 1 2's1• TYPICAL JAMB SECTIONS NC.•L FLORIDA PE /511 933 sHEEr 4 OF 8 ••• • ••• • r• • ••• •• • • • • •• • • • • • f • • • • • • ••• • ••• •• •• •• • •• • • • • • • • • • • • • • ••• ••• i ••• • ••• • 15 10 16 ............... ....I.......... e Sunshine Wuldm I�andactudrlg,Inc. •• • • If• ••• •• 1745 W.33rd Phos .200 • • • • • NWNN fWids 33512 • • • f • • Ph:(305)354-9952 • Fes:(305)528-0115 A ,s (SEE DETAILS 14 17 Al.A2,A3 AND A4 ON SHEET 2 OF 8) 14 3 a ,2 O E (SEEDEU0..5 D1,D2, D3 AND D4 (~ wlNoow WIDTH SHEET 4 OF 8) r�•i � g a W 9 HORIZONTAL SECTION N G7 Fy 3 I s O 3 z IATC. 12OF" 4 I w� 9 I 20 9 5 R (SEE Cl.C22,. C3C3,, C4 ANO CS ,fa��sll Tri ON SHEEP 3 OF 8) L5 1/2'WEEP SLOTS rc 2 �¢ A EACH END N_ f VERTICAL SECTION VERTICAL SECTION o WITH TOP LOCK Z " DRIWa1G No. ODUCreevlsso . SH08-02._ m _ �gTk!a� Florids u d Duadhy Codd DATE.4-14-08 Aoa{goce N0. I L-OS—I >� SOME: 1/2'-1" FRANCISCO NON- IMPACT RESISTANT WINDOW ,�, u°� FLORDAPE 0 5,"� SHEEr 5 of a .. .. . . . .. .. . . . . . . . . . . . MATERIAL LIST • • • ••• • 000 MATERIAL LIST • .......... ...... TTRM6 PART# RRQD. DEM"U,TON •MATEfAl, ftrdl PAA,T# *BQD. DESCRDrTION MATTDLIAL 1 SW-014 1 FRAME HEAD • S • 11 SW49353 2/VENT LATCH BOTTOM RAIL PLASTIC : 2 SW-52101 1 FRAME SILL 8063-T5 12 SW-1820 AS ROD SEAL PRE FELT ................. ........... 3 sw-011 2 FRAME JAMB 6063-TS 13 SW-3257 AS ROD WEATHER STRIP BULB VINYL Sunshine windows 4 SW-40111 i MEETING RAIL "3- • • • 4 SVF-1525 AS - GLAZING TAPE FOAM • 1746 W.33rd PMm 5 SW-017 1 SASH TOP RAIL 3- • 1s "-011* AS ROD GLAZING BEAD. _ 6063-T5 P -s962 6 SW-43355 1 SASH BOTTOM RAIL 3- • •• 416 SW-540 2 SPIRAL.BALANCE ALUMINUM Fm(305)e2e-5116 7 SWB2029 2 SASH CAM NYLON 17 SW-667 2/VENT LATCH ZINC e SW-012 2 SASH SIDE RAIL 6063-T5 18 SW-3082 AS ROD WEATHER SW BULB VINYL � 9 SW-AS. 14 1 ASSEMBLY SCREWS / 8X1'SMS 10 SW-8202A 4/VENT FACE GUIDES NYLON H 0.612� t—1.625 2.062—i _ _ _ T _ Fri 0.050 I LT 0.050 .� 2.127 2.314 O a rA L 0.394 W7 1.312 0.395 75 1.7 _T OA72 2.,26 1.250 I 0.962 N Fi V FRAME HEAP GLAZING STOP 0. rA SW-014 SW-018 0.6121- �' 6083-TS 6083-T5 �—2.076--� MEETING RAIL SW-015 SASH TOP RAIL FRAME SILL W Z 6063-T5 SW-01706�� SW-52101 6063-T5 O --I 0.937 h- •f— o.1e7o o.59z 0.050 T 2.000 1.000 0.050 2.750 0 . 119 •1324 3^ 0.062 r V r L -4 o.eIo k LLATCH BOTTOM RAR GL4 2 Z 2.375 SASH 1E RAIL tt PLASTIC KOCETAL K300 O E FRAME JAMB 6063-T5 1'� r SW-43353 w z El ISASH BOTTOM RAIL o SW-43355 Z 6083 TS o 6063-TS � C z a: n r 1 1 aa � DPAVflNG No. - SH0808-02 . ►Z o5'•—I DATE:4-14-08 SCALE:1/2'-1' NON- IMPACT RESISTANT WINDOW FLORIDATPE�N5 393 SHEET 6 GF BARRY UNIVERSITY 64 HOUSE, RESIDENTIAL DOOR & WINDOW REPLACEMENT 64 NW 111TH STREET, MIAMI SHORES, FL. 33168 N 135 H ST DRAWING INDEX SHEET # I SHEET TITLE ISSUE DATE I REV. # REV. DATE GENERAL COVER SHEET 02.12.18 125 HST �a NW 123RD ST ::0=�CSwy ARCHITECTURAL 119 H ST 1� A-1 DESIGN INFORMATION 02.12.18 Oa.2$Y8 Q A-2 KEY PLAN 02.12.18 09 by A-3 DOOR TYPE& DETAILS 02.12.18 0.000 02.28e1$ 0.000 BARRY j A-4 IWINDOW TYPE& DETAILS 02.12.18 0.000 02.28!18 • 0.000 .••• •••0 0000 Z Z Z • • mIQ 0000•• • ••• 0000• ND Z o SCOPE O F WORK: 0 K 0 95 M 2' THIS PROJECT INCLUDES THE REPLACEMENT OF EXISTING DOOR AND WINDOW FOR BARRY UNjVERSIk-1(-•:- N 103 DST v HOUSING LOCATED AT 64 NW 111TH STREET, MIAMI SHORES, FL. m •• • O W 95 ST o BARRY UNIVERSITY: 64 HOUSE, RESIDENTIAL STAMP: OF F DOOR & WINDOW REPLACEMENT PROJECT SITE yP�`�•'•• '•. D NIE 64 NW 111TH STREET • • MIAMI SHORES, FL. 33168 STATEMENT: 9 839 ;V TO THE BEST OF MY KNOWLEDGE,THESE DRAWINGS AND PROJECT MANUAL ARE COMPLETE �s,�•03����G VICINITY MAP AND COMPLY WITH THE"FLORIDA BUILDING CODE',THE"FLORIDA FIRE PREVENTION CODE", FREp AR AND ALL OTHER APPLICABLE CODES AND REGULATIONS FOR THIS SUBMITTAL. Miami Shares Village DANIEL DIAZ AR#97839 APPROVED BY DATE NO. REVISIONS DATE ®2018 by D&Q Studio,LLC.THESE DRAWINGS AND 1 PERMIT REVIEW COMMENT 02,28,18 SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF D&Q STUDIO LLC.WHETHER THE ZONING DEPT PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR NOT. THEY ARE NOT TO BE USED,IN WHOLE OR IN PART,IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS BLDG D PT PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF D&Q STUDIO �/n LLC. ANY SUCH UNAUTHORIZED USE WILL BE SOLELY AT THE [IQ S E TO COMPLIAN WITH ALL F USER'S RISK AND D&Q STUDIO LLC WILL BEAR NO STUDIO RESPONSIBILITY ARISING OUT OF SUCH USE. 8245 S.W.42ND STREET MIAMI, FLORIDA 33155 AA 26003190 A R C H I T E C T S STATE ND COUNTY RULES AND REGULATIONS P: 786.239.1322 1 F:305.223.0574 I WWW.D-Q-S.COM ENERGY DESIGN LOADING PER FBC 2017,WIND LOADS PER ASCE 7-101ND LOAD ZONE 1 ROOF LIVE LOAD=30 PSF GLAZED FENESTRATION (IMPACT WINDOWS): SHGC= .25 ROOF DEAD LOAD=20 PSF FENESTRATION (ENTRANCE DOOR): NR ULTIMATE WIND SPEED= 17S MPH (136 MPH ASD) RISK CATEGORY II BUILDING: ENCLOSED NOTE:WINDOWS AND DOORS MUST BEAR THE LABEL WITH THE WIND EXPOSURE CATEGORY"C" ENERGY RATINGS INDEPENDENTLY CONFIRMED BY NATIONAL Kd=0.85 FENESTRATION RATING COUNCIL(NFRC). INTERNAL PRESSURE COEFFICIENT=+/-0.18 BASIC WIND PRESSURE=56.6 PSF w Z w O U 5 4 S 0000 . . 0000 0000.. �--�►� 0000.. .. .. 0000.. 0000.. WALL WIND ZONES: COMPONENTS AND CLADDING DESIGN.... 0000 CORNER DISTANCE,WALL ZONE a =3'-2" 0.00 0.00 0.000 0000.. 0 000 00000.. .. So 0 000000 J 0000.. "'� �► MEAN ROOF HEIGHT:<=15 FT 0 • ' :000:0 """ i�U 0000.. COMPONENT AND CLADDING WIND PRESSURES 7 DEG.<SLOPE<ZPDEii. •' • AREA ZONE TRIBUTARY AREA(SQ.FT.) 10 50 4&5 PRESSURE psf 40 39 WALL 4 SUCTION psf -40 39 5 1 SUCTION psf 49 47 TABLE 1:ASD(SERVICE)COMPONENT AND CLADDING PRESSURES STAMP: DRAWN BY: D&Q PN: BARRY UNIVERSITY: 64 HOUSE, NO. REVISIONS DATE DD 1714 RESIDENTIAL DOOR & WINDOW 1 PERMIT REVIEW COMMENT 02.28.18 '�F • '' CHECKED BY: DATE: �o JQ 02.12.18 REPLACEMENT DANT ®2018 by D & O Studio, LLC. THESE DRAWINGS AND PERMIT SUBMITTAL • SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL 7839 ~ REMAIN THE PROPERTY OF D&O STUDIO LLC.WHETHER THE ,• © D � •�� PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR DESIGN NOT. THEY ARE NOT TO BE USED,IN WHOLE OR IN PART,IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS s�FREp' pRG�\ LLC. ANY AUTHORIZATION LSTUDIO SUCH UNAUTHORIZED USE WILL SOLELY H YYAT C.. ANYE STUDIO USER'S RISK ANDD R STUDIO LLC WILL BEAR . INFORMATION RESPONSIBILITY ARISING OUT OF SUCH USE. DANIEL DIAZ A R C H I T E C T S 8245 S.W.42ND STREET MIAMI, FLORIDA 33155 I AA 26003190 A� l AR#97839 P: 786.239.1322 1 F:305.223.0574 I WWW.D-Q-S.COM EXTG.ASPHALT DRIVEWAY REFER TO A-3 9'-4- F.V. �ly 0 y I 15. 1 ' Ln 25.4' X0.7' 0.7' rn EXTG.ASPHALT Ln WALKWAY 22. 1 ' 12.7' •""• . . 0000 0000.. 0000.. 0000 0000.. YEXTG. 000:0. M L` A/C CONC.PAD ••0••• 0000 0000 . . 0 0 0 N 0000 0000 0000. N 00 0000.. ... 0000• 0 0 . � .. .. .. 0000.. 01 Ln 000000 . . . . 000000 0 ... . 0 .0 � EXTG.CONC. .. .. . a 0 0 0 GENERAL NOTES LU Ll- LU 31 . 1 ' 1. KEY PLAN SHOWN DEPICTING LOCATION OF DOOR AND WINDOW FOR REPLACEMENT. 2. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL BY OWNER AND ARCHITECT. 3. CONTRACTOR SHALL VERIFY EXISTING STRUCTURE AND EXTG.CONC. COORDINATE PER PRODUCT APPROVAL REQ. SCALE:3/32"=l'-O" STAMP: DRAWN BY: D&Q PN: BARRY UNIVERSITY: 64 HOUSE, NO, REVISIONS DATE OF C DD 1714 RESIDENTIAL DOOR & WINDOW O,Q CHECKED BY: DATE: P'• • •.'oma JQ 02.12.18 REPLACEMENT • D I 0 2018 by D & Q Studio, LLC. THESE DRAWINGS AND PERMIT SUBMITTAL • 0 SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL 39 •~ REMAIN THE PROPERTY OF D&Q STUDIO LLC.WHETHER THE V PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR b�. �� ••�� NOT. THEY ARE NOT TO BE USED,IN WHOLE OR IN PART,IN ANY �` MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS STEREO• ARG \ PROJECT EO A Y S CH UNAUTHORIZEDWRITTEN USE WALL BE SOLELY AT THE KEY PLANUSER.S RISK _ STUDIORESPONSIIBIL TDYDARISINGIOUT OFSTUO LLCILL SUCHAU EO DANIEL DIAZ A R C H I T E C T S 8245 S.W.42ND STREET MIAMI, FLORIDA 33155 I AA 26003190 AR#97839 P: 786.239.1322 1 F:305.223.0574 I WWW.D-Q-S.COM 2" 2" GWB OVER FURRING AND RIGID INSULATION % <� `� STUCCO FINISH _ CMU LINTEL/CONCRETE , �/' ' ` FORMED DRIP EDGE BEAM LINE OF WALL BEYOND BACKER ROD SEALANT(FRAME TO JAMB AND SEALANT STUCCO) FIBERGLASS DOOR (FRAME TO CMU) PERIMETER GASKET I FRAME MECHANICAL FASTENER PANEL DESIGN BEYOND THRESHOLD SET PER NOA PER OWNER IN BED OF SEALANT 53/4' 17/8" C? \REQUEST LINE OF FLOOR FINISH ( VARIES ) HEAD SCALE:1-1/2"=1'-0" KQ EXPANSION JOINT MATERIAL ZD TOP OF SIDEWALK SLAB FLUSH •• W/ FLOOR SLAB SLOPE DOWN NOTE:INTERIOR FINISH SHALL BE J 1:50 MAX •• •••••• AS EXISTING CONDITION. •�•• ; � � �• 5;� � ✓l/�c6��, `/j j�j /` MECHANICAL FASTENER GWB OVER FURRING AND PER NOA RIGID INSULATION •..• •••• • _ DOOR �/ s1/ ��/�5���Ii,_ __�� �� __; '_ _`s• PERIMETER GASKET "1/4 WOOD SHIM ALLOWABLE STRESS DESIGN:+39•/6e39► ••••• DESIGN BASIS: MASONITE FIBERQL55•IMPACT RATED • BACKER ROD AND ' SILL SCALE:1-1/2"=1'-0" >�iir�/;�ri� i//iiii�� GLAZED OUTWARD DOOR W/FRAME• ;��.% •••••• jj� SEALANT(FRAME TO . NAMI NOA#: NI-007077.09: *see*- .•e.; / J CMU) •• • •• • • • to ,// .//// • FLORIDA NOA#: FL22378-R2 .••.•. __ GENERAL NOTES CMU GROUTED CELL 1. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL BY OWNER AND ARCHITECT. SEALANT(FRAME TO 2. CONTRACTOR SHALL VERIFY EXISTING STRUCTURE STUCCO)AT RAKED STUCCO FINISH AND COORDINATE PER PRODUCT APPROVAL REQ. JOINT 3. CONTRACTOR TO COORDINATE FASTENING DETAILS EXISTING STRUCTURE JAMB SCALE:1-112"=1'-0" PER DUCT APPROVAL REQ. 4. DOOR A HARDWARE BS BY OWNER AND INSTALLED BY CONTRACTOR. STAMP: DRAWN BY: D&Q PN: BARRY UNIVERSITY: 64 HOUSE, NO, REVISIONS DATE OF. DD 1714 RESIDENTIAL DOOR & WINDOW 1 PERMIT REVIEW COMMENT 02.28.18 �F:••'' CHECKED BY: DATE: •• �9 JQ 02.12.18 REPLACEMENT D I D ® 2018 by D & Q Studio, LLC. THESE DRAWINGS AND PERMIT SUBMITTAL • SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL 9 REMAIN THE PROPERTY OF D&Q STUDIO LLC.WHETHER THE 0 b�•�� PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR DOOR TY P E & �{ NOT. THEY ARE NOT TO BE USED,IN WHOLE OR IN PART,IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS FRED •ARG \ PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF D&Q STUDIO LLC. ANY SUCH UNAUTHORIZED USE WILL BE SOLELY AT THE STUDIO USER'S RISK ANDD STUDIO LLC WILL BEAR . DETAILS RESPONSIBILITY ARISING OUT OF SUCH USE. DANIEL DIAZ A R C H I T E C T S 8245 S.W.42ND STREET MIAMI, FLORIDA 33155 I AA 26003190 AR#97839 P: 786.239.1322 1 F:305.223.0574 I WWW.D-Q-S.COM N, RN T-1" • � : CMU GROUTED CELL STUCCO FINISH JAMB GWB OVER FURRING SEALANT(FRAME TO AND RIGID INSULATION N STUCCO) PT WOOD BUCK OR BACKER ROD AND SEALANT NON-SHRINK GROUT I �2 3l4", 2" 2 7/8"� PER MFR.SPEC � PER MFR!CSPEC AL FASTENER WINDOW SCREEN I II 1/4"WOOD SHIM '2 3/4" 2" 2 7/8"' 01 1/4"WOOD SHIM ' MECHANICAL FASTENER WOOD BUCK OR i PER NOA " NON-SHRINK GROUT HEAD SCALE:1-1/2"=1-0 PER MFR.SPECBACKER ROD AND SEALANT a i SEALANT(FRAME TO i HARD SURFACE WINDOW CMU GROUTED CELL STUCCO) SILL(TBS BY OWNER) STUCCO FINISH ,, ,,,,, CMU GROUTED CELL GWB OVER FURRING (SLOPE TO DRAIN) `\v' � �\ ' AND RIGID INSULATION .... \Al GWB OVER FURRING . •••••• •••••• AND RIGID INSULATION BACKER ROD AND SEALANT . • . .. MECHANICAL FASTENER0000 00 • `` \\\ IN PER NOA ...... ..•.. :....: . WINDOW .. . • NN Is, E\ N �i� j ALLOWABLE STRESS DESIGN:+451'/;a4Cj ••••• 1\1 ��� / � � `"t i°'� % /l�" j DESIGN BASIS:SUNSHINE WIN FR. • • \\/ SERIES"2000"ALUM.SINGLE HONG WINDO •••••• SILL SCALE:1-1/2'=V-0' K� -- ------ -- -- - ;. % ;;; s%, • MIAMI DADE NOA#: 14-1224.09. ' :....: 1/4"WOODSHIM GENERAL NOTES •••••• PT WOOD BUCK OR NON-SHRINK GROUT 1. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR PER NOA REVIEW AND APPROVAL BY OWNER AND ARCHITECT. SEALANT(FRAME TO 2. CONTRACTOR SHALL VERIFY EXISTING STRUCTURE STUCCO) AND COORDINATE PER PRODUCT APPROVAL REQ. STUCCO FINISH 3. CG TO COORDINATE FASTENING DETAILS PER EXISTING STRUCTURE (SLOPE TO DRAIN) PRODUCT APPROVAL REQ. 4. DOOR HARDWARE TBS BY OWNER AND INSTALLED BY JAMB SCALE:1-1/2"=1'-0" CONTRACTOR. STAMP: DRAWN BY: D&Q PN: BARRY UNIVERSITY: 64 HOUSE, NO. REVISIONS DATE DD 1714 OF F CHECKED BY: DATE: RESIDENTIAL DOOR & WINDOW 1 PERMIT REVIEW COMMENT 02.28.18 �P••• • .o7 JQ 02.12.18 REPLACEMENT D IE D 0 2018 by D & Q Studio, LLC. THESE DRAWINGS AND PERMIT SUBMITTAL 70• • SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF D&Q STUDIO LLC.WHETHER THE S \ PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR 0 9 0 , NOT. THEY ARE NOT TO BE USED,IN WHOLE OR IN PART,IN ANY WINDOW TYPE & MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS RED••ARG LLRC .JANY SUCH UNAUTHORCEPT BY IZED AUTHORIZATION LSTUDIO ZED USE WILL BE SOLELY ATTHE USER'S RISK AND STUDIO LLC WILL BEAR STUDIO DETAILS RESPONSIBILITY ARISING OUT OF SUCH USE. DANIEL DIA2 A R C H I T E C T S 8245 S.W.42ND STREET MIAMI, FLORIDA 33155 I AA 26003190 AR#97839 P: 786.239.1322 1 F:305.223.0574 I WWW.D-Q-S.COM