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WS-15-592Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Parcel Number Appucant 140 NW 102 Street 1131010220100 STELLAR HOMES GROUP LLC I, Miami Shores, FL 33150- Block: Lot: Owner Information Address Phone Cell STELLAR HOMES GROUP LLC 2700 WEST CYPRESS CREEK Road FORT LAUDERDALE FL 33309- 2700 WEST CYPRESS CREEK Road FORT LAUDERDALE FL 33309- Contractor(s) Phone Cell Phone TONY'S ALUMINUM CORP (305)805-7854 (305)904-6061 e of Work: of Openings: 2 titional Info: Residential ning: 3 Fees Due Amount CCF $1.80 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.60 Permit Fee $120.00 Scanning Fee $9.00 Technology Fee $2.40 Total: $137.80 Valuation: $ 2,450.00 Total Sq Feet: 00 Pay Date Pay Type Amt Paid Amt Due Invoice # WS -3-15-54833 03/24/2015 Cash $ 87.80 $ 50.00 03/18/2015 Check* 6828 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building 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 wing. FptjhaS_ruuw9, I authorize the above-named contractor to do the work stated. March 24, 2015 Owner / Applicant / Contractor / Agent Buildin§ Department Copy March 24, 2015 1 BUILDING PERMIT APPLICATION 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: (30S) 762-4949 ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑ MECHANICAL FJPUBLICWORKS MAR 18 2015 1 Master Permit No. Sub Permit No./%) ❑ REVISION ❑ EXTENSION ❑ RENEWAL CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: &0 A)W /0Z '*t City: Miami Shores County: Miami Dade Zip: 33/5-0 Folio/Parcel#: /%— 310/ —OZ2 — 0 / 00 Is the Building Historically Designated: Yes NO X Occupancy Type: 1244 Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 5Ter/A(- f-/O#l2S GroW LLC Phone#: 1a- oM1I Address:. 2-700 UU e -ST Cy P reSS C-f"k< Ad 4 P 1 l City: Fo(t t° Sao der,96LI� State: 7:I Zip• 31,3 01 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: -toov,5 /Q 1UA,(1/vj1a ne#:"C .-1 SS r16 Address: 7SO/ U-0 V S City: _ ISI A� TAT161/`J State: Zip: '33 3 /'7 Qualifier Name: j4d 4Z4?r✓ f�.1jE>fr�`Q P12 rz Phone#: State Certification or Registration #: CG e /S-/, 7- qq Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State- Zip: Value of Work for this Permit: Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work:F �(aC2 e ?h a Specify ffuez, Submittal ,r?t aa� CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address Zip 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 reinVection fee will be charged. Signature OWNER The foregoing instrumeg4as acknowledged before me this day of 3 2015 , by ZG r r7 +�5 ur►� , who is pe l known me or who has produced as t Signature G44 CONTRA OR The foregoing instrument was ac l owledged before me this day of t4 OLLi20 �� , by ho i ersonally known o me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign Sign Print: _ Print: ff. GIANT Seal: , `°Y P ,,, �a A �,� �<<NADINE AUSTEFFIELD Seal• e'� Illwy Ptd • SW 0 Room Notary Public - State of Florida Commission Expires Nov 7, 2017 �� NY C"M Ewa No 27.2011 N�" a Y C0MMISSIN B FF 147132 Commission # FF 55651,,ya' ���.• ftWTnr0u1hNftWNsWyAwL APPROVED BY I Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Detail by Entity Name Florida Limited Liability Company STELLAR HOMES GROUP LLC Filing Information Document Number L09000030036 FEUEIN Number 264587072 Date Filed 03/27/2009 State FL Status ACTIVE Last Event LC NAME CHANGE Event Date Filed 04/30/2009 Event Effective Date NONE Principal Address 2700 W. CYPRESS CREEK RD. SUITE D-118 FT. LAUDERDALE, FL 33309 Changed: 02/20/2013 Mailing Address 2700 W. CYPRESS CREEK RD. SUITE D-118 FT. LAUDERDALE, FL 33309 Changed: 02/20/2013 Registered Agent Name $ Address BAUM, LARRY 2700 W CYPRESS CREEK ROAD SUITE D-118 FORT LAUDERDALE, FL 33309 Address Changed: 02/20/2013 Authorized Person(s) Detail Name & Address Tftle MGR BAUM, LARRY http://Searcb.sunbiz.orglInquiry/CorporationSearchISearchResultl)etail?inquirytype=Entity... 3/13/2015 Detail by Entity Name 2700 W CYPRESS CREEK RD, D-118 FORT LAUDERDALE, FL 33309 Title MGR PETRUCCI, STEPHEN 3628 SE 1ST STREET BOYNTON BEACH, FL 33435 Annual Reports Report Year Filed Date 2013 02/20/2013 2014 02/20/2014 2015 01/07/2015 Document Images Page 2 of 2 01/07/2015 —ANNUAL REPORT View image in PDF format 02/20/2014 — ANNUAL REPORT View image in PDF format 02/20/2013 — ANNUAL REPORT View image in PDF format 01/06/2012 — ANNUAL REPORT View image in PDF format 03/16/2011 —ANNUAL REPORT View image in PDF format 03/31/2010 —ANNUAL REPORT View image in PDF format 02/25/2010 —ADDRESS CHANGE View image in PDF format 04/30/2009 — LC Name Change View image in PDF format 03127/2009 — Florida Limited Liability View image in PDF format Copyright © and Privacy Policies State of Florida, Department of State http://Search.sunbiz.orglInquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 3/13/2015 Job Address; 140 NW 102 ST, Miami Shore FL 33150 Folio #:11-3101-022-0100 pc -c U j Its 90ws s:m e . • • . • . . 00 0 00 • •e• 000 060 • e • • •• • • •• • 000• 00 pc -c U j Its 90ws s:m 6140 M IAM I -DADS MIAMI-DADE COUNTY a PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 S`V 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wwiv.miamldnde.sov/economy Universal Impact Windows & Doors, Inc. 1675 West 31" 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 (AM. 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 "Rebecca" Aluminum Single Hung Window -- L.M.I. APPROVAL DOCUMENT: Drawing No. W98-98 titled "Series Rebecca Alum. Single Bung Wdw. &M.I.)", sheets 1 through 5 of 5, dated 11/16/98, with revision E dated 10/29/13, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County. Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising, literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This UM794vjis'•a4d %ei<►ew% NOA# 12-1019.15 and consists of this page 1 and evidence pages E-1 and E-1, V tiv4 0 4p1QoDa98@*cui6nt mentioned above. Thesubhtii'ted d'ocu!mentation was reviewed by Manuel Perez, P.E. MIAMI AD Col TY •i NOA No. 13-1112.19 Expiration Date: November 13, 2018 Approval Date: December 26, 2013 Page I Universal Impact Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS. 1. Manufacturer's die drawings and sections. 2. Drawing No W98-98, Sheets 1 through 5 of 5, titled "Series Rebecca Alum. Single Hung Wdw. (L.M.I.)", dated 11/16/98, with revision E dated 10/29/13, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of series "Rebecca" aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5369, dated 04/12/08, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA# 08-092610) 2. Test reports on: 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per TAS 202-94 4) Large Missile Impact Test, per TAS 201-94 5) Cyclic Wind Pressure Loading, per TAS 203-94 6) Forced Entry Test, per 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-2198, dated 01/28/99, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA# 02-1115.04) 3. Test reports on: 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per TAS 202-94 4) Large Missile Impact Test, per TAS 201-94 5) Cyclic Wind Pressure, per 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-2282, dated 01/28/99, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA# 02-1115.04). ....... . .. . . Man el Per , P. . • • • • ... •. • • •,,, Product Control Ex a er • • • ' • NOA No. 13-1112.19 • • • • . ; . . • : Expiration Date: November 13, 2018 • • • ' ' ' • • Approval Date: December 26, 2013 E-1 Or . Universal Impact Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 02/27/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA# 12-1019.15) 2. Complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas@ Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12111/16. 3. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/28/13, expiring on 05/21/16. 4. Notice of Acceptance No. 13-0909.10 issued to Glasslam N.G.I., Inc. for their "Glasslam Safety -Plus II Glass Interlayer" dated 10/03/13, expiring on 08/07/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated November 06, 2013, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated February 02, 2012, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA# 12--1019.15) G. OTHER 1. Notice of Acceptance No. 12-1019.15, issued to Universal Aluminum Windows & Doors, Inc. for their Series "Rebecca" Aluminum Single Hung Window — L.M.I., approved on 12/06/12 and expiring on 11/13/13. .• ... . . . . . .. . ......... . 0*0 66: ,• , 0:0 ••• 000 •• • . ••• • • ••• • • E-2 Manuel erez, P 4 Product Control Exami NOA No. 13-1112.19 Expiration Date: November 13, 2018 Approval Date: December 26, 2013 1/8' ANNEALED GLASS 1/e' HEAT STREWD GLASS --OR 1/8• HEAT STREN'D GIASS G90' Inlerloyar 0.10' tntarloyer By E.1. DuPont SDuPoirllo0e Nemours & Co., Inc. Glasalom Safety—Plus I By 'Polymer Extrusion Tochnoica, 1/8' HEAT STREN'0 GLASS 1/8• ANNEALED GLASS SILICONE %B" HEAT STREN'D CLASS DOW CORNING 995 DOW CORNING 708 GE 2000 �V�CORNING 998 13 ' r1 i �B Gass TYPE 'C' j� 21 a STYPE ' I/8' HEAT STREN'D GLASS 1/8' HEAT SIREN D GLASS 000' Interlayer 090" Interlayer Son" aeon And Color Gloss DuPont Butacile PVB By 'Eastman Chemical Co.' By 'E.I. OuPord Do Nemours & Co., Inc.' 1/8' HEAT STREWD GLASS 1/8' HEAT SIREN'D GLASS SILICONE SILICONE DOW CORNING 995 DOW CORNING 795 DOW CORNING 995 m GE 2000 OOZY CORNING 795 4 n GE 'r m e u. 0 GIA_S9 TYPE _& 47 1/e SE (SURFACE MAY TYPICAL ELEVATION TESTED UNIT IR�y�' / 0 II - jl / SERIES REBECCA y R✓ _ THESE WINDOWS ARE RATED FOR LARGE & SMALLMISSILE IMPACT. ALUMINUM SINGLE HUNG WINDOlY SHUTTERS ARE NOT REQUIRED. 'r GLASS TYPE D. DESIGN LOAD RATINGS FOR THESE. WINDOWS TO DE AS PER II II N G. II / II 1/8• ANNEALED GLASS APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE 090• Intedoyar COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER B 1� �I X81 WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING By 'Eostmon Chemleol Co.' MlAtdl—RADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL II II I I WILL APPLY TO ENTIRE SYSTEM. DOICONE CORNING 995 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE OOW CORNING 795 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY GE 2000 TYPICAL ELEVATION TESTED UNIT IR�y�' / 0 II - jl / SERIES REBECCA y R✓ _ THESE WINDOWS ARE RATED FOR LARGE & SMALLMISSILE IMPACT. ALUMINUM SINGLE HUNG WINDOlY SHUTTERS ARE NOT REQUIRED. 'r GLASS TYPE D. DESIGN LOAD RATINGS FOR THESE. WINDOWS TO DE AS PER CHARTS SHOWN ON SHEET 2. 1/8• ANNEALED GLASS APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE 090• Intedoyar COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER SaRex Cloor And Cotor Gtess WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING By 'Eostmon Chemleol Co.' MlAtdl—RADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL 1/8' HEAT ANNEALED GLASS WILL APPLY TO ENTIRE SYSTEM. DOICONE CORNING 995 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE OOW CORNING 795 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY GE 2000 HURRICANE ZONE (HVHZ). ' WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER m LOADS TO THE STRUCTURE. Engr Upvgp h� 'n ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS CmL :LA. PE 70692 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. C.A.K. if ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. }} fl l (1• 0 A A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT GLASS 'E' COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE GING OPTIONS REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. w • • • J� no. -98 UNEQUAL LITES {ORIEL TYPES) WINDOWS DESIGN LOAD CAPACITY -PSF 0 0 000 goo00 WINDOW DIMS. GLASS TYPES 'H', 'C' & 'D' GLASS TYPE WIDTH HEIGHT IXT.(+} iM.(-) EXT.(+) 1Ni.(-) 19-1/B' 28-1/2" 37` 48' 53-1/8 54-$/8° (4) 90.0 143.0 70.0 70.0 90.0 143.0 70.0 70.0 90.0 143.0 70.0 70.0 _ 90.0_ 139.4 70.0 70.0 90.0 121.0 70.0 70.0 19-f/8' 28--1/2' 37' 48° sr (5) 90.0 743.0 70.0 70.0 so.o 743.0 70.0 70.0 90.0 143.0 70A 70.0 90.0 136.4 70.0 74.0 79-i/8' 26--1/2° 3r 63• (5) 80.0 143.0 70.0 70A 80.0 143.0 70.0 70.0 90.0 t43.0 70.0 70.0 19-1/8' 2fi-I/2' 74-7/4` g 90.0 143.0 70.0 70.0 90.0 143.0 70.0 70.0 19-1/8' 28-I/2' 7fi' (8) 90.0 743.0 70.0 70.0 90.0 143.0 70.0 70.0 18-1/8' 2g-1/2" 84' {7) 90.0 143.0 70.0 70.0 90.0 143.0 70.0 70.0 19-1/8' 98' (8) 90.0 143.0 70.0 70.0 48° 53-1/8 50-5/B° {$) 90.0 143.0 - - 1 � 2 90.0 140.4 - 48" (' 90.0 143.0 - -goo 8' 83-1/8 74-1/4' (7) - - 90.0 129.2 - - - - 90.0 110.0 - bb' ��) - - 90.0 128.1 UNEQUAL LITES {ORIEL TYPES) WINDOWS DESIGN LOAD CAPACITY -PSF 0 0 000 goo00 WINDOW DIMS. GLASS TYPES 'H', 'C' & 'D' GLASS TYPE WIDTH HEIGHT IXT.(+} iM.(-) EXT.(+) 1Ni.(-) 19-1/B' 28-1/2" 37` 48' 53-1/8 54-$/8° (4) 90.0 143.0 70.0 70.0 90.0 143.0 70.0 70.0 90.0 143.0 70.0 70.0 _ 90.0_ 139.4 70.0 70.0 90.0 121.0 70.0 70.0 19-f/8' 28--1/2' 37' 48° sr (5) 90.0 743.0 70.0 70.0 so.o 743.0 70.0 70.0 90.0 143.0 70A 70.0 90.0 136.4 70.0 74.0 79-i/8' 26--1/2° 3r 63• (5) 80.0 143.0 70.0 70A 80.0 143.0 70.0 70.0 90.0 t43.0 70.0 70.0 19-1/8' 2fi-I/2' 74-7/4` g 90.0 143.0 70.0 70.0 90.0 143.0 70.0 70.0 19-1/8' 28-I/2' 7fi' (8) 90.0 743.0 70.0 70.0 90.0 143.0 70.0 70.0 18-1/8' 2g-1/2" 84' {7) 90.0 143.0 70.0 70.0 90.0 143.0 70.0 70.0 19-1/8' 98' (8) 90.0 143.0 70.0 70.0 48° 53-1/8 50-5/B° {$) 90.0 143.0 - - 1 � 2 90.0 140.4 - 48" (' 90.0 143.0 - -goo 1 rn O 3 P a a 18 a G V p$� O a ppOg C 7ggj b z L U ddM " N0. IN PARENTHESIS INDICATE N0. OF ANCHORS PER JAMB. �_ N M I M lL s i3 Z� 1 z I oa --�W §� • • • • o • . . y s •• • • o O • •••••• • „ Engr. JAYAD A44dA0 PRODU�RR17446D • .4b, FLA. PC j 00582 B mmp1Y(a8•v �•MI�IFki • I s Amptam Ny*v.0 •CAN. 3578471mton DatNOTE:�B:GLASS CAPACITIES ON THIS SHEET AREN0. IN PARENTHESIS WDICATE N0. OF ANCHORS PER JAMB. ._ BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION !i' 1 % ?���� • • • • • • `J iPISS-g8 W DECLARATORY STATEMENT DCA05-DEC-219 • • • • shed! of 5 • • EQUAL I1TES WILO NDOWS DESIGN LOAD CAPACITY -PSF GLASS TYPE CLASS TYPES GLASS TYPE WINDOW DIMS. •p' V. 'C' & 'D' WIDTH HEIGHT EXT.(+) INT.(-) EXI'.(+) 1NT.(-) EXT.(+) iNT.(-) 19-1/8" 80A 90.0 90.0 143A 70.0 70.0 28-1/2' 80.0 80.0 90.0 143.0 70.0 70.0 37° 28" 80.0 80.0 _ 90.0 _143.0 70.0 70.0 48` (3} + 80 0 80.0 90.0 143.0 70.0 70.0 83- 8 80.0 90.0 90.0 143.0 70.0 70.0 18-1/8' 80.0 90.0 90.0 143.0 70.0 70.0 26-i/2' B0.0 90.0 90.0 143.0 70.0 70.0 38-3/8' 37' 80.0 90.0 90.0 143.0 70.0 70.0 48° (4) 80.0 90.0 80.0 143.0 70.0 70.0 53-i/8 80.0 90.0 90.0 143.0 70.0 70.0 19-1/8° 80.0 80.0 90.0 143.0 70.0 70.0 2k.5 80 90.0 90.0 143.0 70.0 70.0 50-5/8' 80.01 84.0 90.0 143.0 70.0 70.0 (d) 80.0 90.0 90.0 138.1 70.0 70.0 53-1/8 80.0 90.0 90.0 718.5 70.0 70A 79-1/8" 80A 90.0 90.0 743.0 70.0 70.0 26-1/2' 80.0 90.0 90.0 143.0 70.0 _70.0 37° 57" 80.0 90.0 90.0 143.0 70.0 70.0 46° (5) 80.0 80.0 90.0 128.3 70.0 70.0 53-1/8 80.0 90.0 90.0 110.1 70.0 70.0 19-1/8" BOA 90.0 90.0 143.0 70.0 70A 28-1/2" 80A 80.0 90.0 143.4 70.0 70.6 37" 83` 80.0 80.0 80.0 143.0 70.0 70.0 Bob 90.0 90.0 123.3 70A 70.0 53-1f8 80.0 80.0 90.0 104.2 70.0 70.0 19-7/8° 80.0 90.0 90.0 143.0 70.0 70.0 26-1/2- 80.0 80.0 _ 8_0.0 ---14.3.0 70.0 70A 37" 74-1/4° 80.0 --90.0 80.0 143.0 70.0 70.0 48' (e) - - 90.0 118.4 70.0 70.0 53-1/8 - - 90.0 96.8 70.0 70.0 10-1/8" - - 90.0 143.0 70.0 70.0 26-1/2' 78" - - 90.0 143.0 70.0 70.0 37' (6) - - 90.0 743.0 70.0 70.0 48' - - 90A 715.7 70.0 70.0 19-1/8' - - 90.0 143.0 70.070.0 90.0 743.0 70.0 70.0 37' �) - - 90.0 143.0 70.0 70.0 19-1/8" - - BOA 143A 70.0 70.0 28-I/2' 9g` - - 90.0 143.0 70A 70.0 37° (8) 90.0 743.0 70.0 70.0 qg• 50-5/8" - - 90A 147.0 - - -toma 53-1/8 ($) - 90.0 137,8 - K 48' 57` - - 90.0 143.0 - - tt� 53-1/8 (8) - - 90.0 127.4 L 48' 63' - - 90.0 138.9 - - !S3 -i/8 (B) - - 99.0 119.8 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVS. FOR SPACING TYPICAL SEE ELEV. FOR •a'e, 18Y • •. ..WOOD. SUCK. __ __ _ -------------------- _ _ ----------- I IIMLihO—DARE COUNTY APPROVED I[ 'a A ° < '^ ^ I- STRUCTURE IMULUON & MULLION ANCHORS 1 e d ° . a ('< a e•'' 4 ° ![SEE SEPARATE NOA [ i s a •••• • • • e • drAPiin�g rt�o W98-98 •• _.—..•, _.. .. l____ _____________�I TYPICAL ANCHORS i SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY UNIVERSAL MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEV. FOR SPACING M1 I i 19y WOOD BUCK TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 [4" DIA. TAPCON BY 'RW (FU=120 KSI, FY -92 KSI) 1,4" DIA ULTRACON BY 'ELCO' (Fu -177 KSI, FY -155 KSI) INTO 2BY WOOD DUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 19Y 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 914 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 912 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. CONCRETE AT HEAD, SILL OR JAMBS f'o - 3000 PSI MIN. C-90 HOLLOW/FLLE'D BLOCK AT JAMBS Pm = 2000 PSI MIN. • • SEALANT: • • • FRAME CORNERS, FRAME SILL INSTALLATION SCWWS • • VENT CORNER SEAMS AND FIXED MEETING RAIL A'r fND • • • SEALED WITH CLEAR/ALUMINUM COLORED SEALA 4 • • • • • E.g.. AAVAD AHMAD PRODUCT'RAmile CmL7 as Fllyi 11j�jljpFlorida • CA. R. i 70592 diag • AceePlence t�o �'�• irelim� Date 9 B J � %Q�.� Miami ir°d1i�o�o>f • e ••••• • gm• s a •••• • • • e • drAPiin�g rt�o W98-98 •• Chest 3 of 5i"ll"" •Y m- rn i' L �U h d MWCUPPDE MULLIOOUNTYN ry APPR,D E SEPARATE MULLION yi; Q SEE SEPARATE N0� }G[ 88 SEE ELEV. FOR SPACING O k z� d I1 11 11 R Ifo 1I II O 1 ® ® --- d 11 I I d `a EXTERIORus C-4 WINDOW WIDTH WINDOW WIDTH d 3 �+ TYPICAL ANCHORS j SEE REV. TYPICAL ANCHORS FOR SPACING SEE ELEV. FOR SPACING O 3/18' MAX. O 1 S MAX 1/4' SHIM _ SHIMS MAX. SHIM VENT WIDTH TYPICAL ANCHORS 0 e 3 7 11 v,o FOR SSEE PACING 0 € 17 12 a. CIO B af m 6 • • 41 e6� METAL XI/W..D.RU� • • • _ 4 • STRUCTURE I _ _ _ _ _ _ _ _ .0 o • • • • • c u a u v1A • • 15 • EXTERIOR WOOD BUCKS En91- JAC�AH&W PRODu&16VT•SB•D e' • .' '6 u FIA PE) 70592 Bu ding��� Flaflde • • i a D.L. OPO. _ CAN. 3538 Ame oa �{ • fi �g FD" LRE BrpIlalbn Dalo (cg o WW001Y V807H . � By • • • Niam a��rmt`t�ontrol dn0Ming no. �'•.••.. W98-98 • • • • ahet 4 of g • ITEM ¢ PART 9 BE@D. DESCRIPTION BEl1ABK8 1 U-5001 1 FRVdE HEAD 8083 -TB 2 U-8002 1 FRAME SILL 8083-T8 3 U-5003 2 FRAME JA0.1B 6083 -TB 4 U-5004 1 FITYPICAL ANCHORS XED ARG. RAIL 608�T8 8 U -SODS 1 VENT TOP RAIL 6083-T8 B V-5008 1 VENT BOTTOM RAIL 8083-T8 7 V-8007 2 VENT JAMB 6083 -TB 8 UA -5008 AS ISD. GLAZING BEAD 8083-T5 !!A 11A-47812 AS RqD. CVZINC BEAD 6083 -TS 9 UA -8009 2/VENi VENT LATCH ®8' FROM ENDS 8083 -TS 10 _ UA -5010 1/IATCH LEAF SPRING STAINLESS STEEL 11 UA -8011 2j VENT BALANCE STOP 8083-T5 12 - 2/YENT BALANCE STOP SCREW /8 z 1/2' SMS 13 1)A-5012 AS REOD. GLAZING GASKET SOFT PVC 13A - AS REOD. BULB VINYL. SOFT PVC 14 UA -8013 AS REOD. BOTTOM RAIL VINYL BULB VINYL BY TEAM PLASTICS 18 - AS REOD. ASSEMBLY SCREWS X10 x 1' P.H. CRS 18 - 2 BLOCK & TACKLE BALANCE 5/8' BOX, BALANCE SYSTEMS INC. OR E0. f7 - AS REQO. PILE WEATHERSTRIP SCHLEG0. FIN SEAL OR EOUIV. 18 - 1 5/16' BOX SCREEN OPTIONAL •Y m- rn i' L �U h d MWCUPPDE MULLIOOUNTYN ry APPR,D E SEPARATE MULLION yi; Q SEE SEPARATE N0� }G[ 88 SEE ELEV. FOR SPACING O k z� d I1 11 11 R Ifo 1I II O 1 ® ® --- d 11 I I d `a EXTERIORus C-4 WINDOW WIDTH WINDOW WIDTH d 3 �+ TYPICAL ANCHORS j SEE REV. TYPICAL ANCHORS FOR SPACING SEE ELEV. FOR SPACING O 3/18' MAX. O 1 S MAX 1/4' SHIM _ SHIMS MAX. SHIM VENT WIDTH TYPICAL ANCHORS 0 e 3 7 11 v,o FOR SSEE PACING 0 € 17 12 a. CIO B af m 6 • • 41 e6� METAL XI/W..D.RU� • • • _ 4 • STRUCTURE I _ _ _ _ _ _ _ _ .0 o • • • • • c u a u v1A • • 15 • EXTERIOR WOOD BUCKS En91- JAC�AH&W PRODu&16VT•SB•D e' • .' '6 u FIA PE) 70592 Bu ding��� Flaflde • • i a D.L. OPO. _ CAN. 3538 Ame oa �{ • fi �g FD" LRE BrpIlalbn Dalo (cg o WW001Y V807H . � By • • • Niam a��rmt`t�ontrol dn0Ming no. �'•.••.. W98-98 • • • • ahet 4 of g • ITEM ¢ PART 9 BE@D. DESCRIPTION BEl1ABK8 1 U-5001 1 FRVdE HEAD 8083 -TB 2 U-8002 1 FRAME SILL 8083-T8 3 U-5003 2 FRAME JA0.1B 6083 -TB 4 U-5004 1 FITYPICAL ANCHORS XED ARG. RAIL 608�T8 8 U -SODS 1 VENT TOP RAIL 6083-T8 B V-5008 1 VENT BOTTOM RAIL 8083-T8 7 V-8007 2 VENT JAMB 6083 -TB 8 UA -5008 AS ISD. GLAZING BEAD 8083-T5 !!A 11A-47812 AS RqD. CVZINC BEAD 6083 -TS 9 UA -8009 2/VENi VENT LATCH ®8' FROM ENDS 8083 -TS 10 _ UA -5010 1/IATCH LEAF SPRING STAINLESS STEEL 11 UA -8011 2j VENT BALANCE STOP 8083-T5 12 - 2/YENT BALANCE STOP SCREW /8 z 1/2' SMS 13 1)A-5012 AS REOD. GLAZING GASKET SOFT PVC 13A - AS REOD. BULB VINYL. SOFT PVC 14 UA -8013 AS REOD. BOTTOM RAIL VINYL BULB VINYL BY TEAM PLASTICS 18 - AS REOD. ASSEMBLY SCREWS X10 x 1' P.H. CRS 18 - 2 BLOCK & TACKLE r-2.312 .989 II 1.750 L 1.028 cII�I 111 YYY 15 Z .975 k Q qg a U O FRAME 2.374--d HEA[} VENT LATCH .02 Y.M}� 2.187 18_.40 .414 6 � B2 E7AYD © GLAZING 914 e65 062 TYP. 1.210 Q MEETING RAIL VENT TOP CORNER 1,122 .938 4� s79 FRAME TOP CORNER Laos 2.787 ® GLAZING BEAD Z � U aM� N .062 TYP. 1.428 j J VENT TOP RAIL .062 1.158 TP. 2.312 7/8" WEEP NOTCH AT EACH ENO OF i in r` Z) 1.825 IL. 15 SCREEN RETAINING LEG 2.344 2.187—^4 7.491 r .062 IYP. 3.062 ® FRAME JAMB I $ $ © VENT 938 BOTTOM RAIL 1�4 .875 .939 .082 ttP. VENT BOTTOM CORNER I • • 1515 • •11111 FRAME BOTTOM CORNER • • • : • • c m o r S :- .078F �— •••••• • ••!0� ••••• .062 7YP. 2.564 O VENT SIDE RAIL Engr. J/.'7nOLAHFAAD PRODDC�R77�L5¢D• FlA. PE f 70592 �nP1Yin7yh�Plotida • cnN.3S38 lsuilding iii Aaeptm� �1 �n7retlon l7nie CV �i8 6Y� • Mien 9 aza 698 .874814 •drgYing no. 2.390:1 •� --,1 19(98-98 Q FRAME SILL 13 GLAZING WEDGE •.••.. • • • • ahe� 5 of 5