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WS-15-1923 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-240277 Permit Number: WS-7-15-1923 Scheduled Inspection Date: September 22,2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: , BARRY UNIVERSITY Work Classification: Window/Door Replacement Job Address:11300 NE 2 Avenue Cor Jesus Chape Miami Shores, FL 33138-0000 Phone Number Parcel Number 1121360010160-01 Project: <NONE> Contractor: GLASS TECH ENGINEERING INC Phone: 305-594-4321 Building Department Comments REMOVAL OF EXISTING 25 WINDOWS WITH IMPACT Infractio Passed Comments WINDOWS INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. September 21,2015 For Inspections please call: (305)762-4949 Page 10 of 44 Miami Shores Village 10050 N.E.2nd Avenue NE •' Miami Shores,FL 33138-0000 Phone: (305)795-2204 Expiration: 0311312016 Project Address Parcel Number Applicant 11300 NE 2 Avenue Number: Cor Jesus Cha 1121360010160-01 BARRY UNIVERSITY INC Miami Shores, FL 33138-0000 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: $ 53,507.00 GLASS TECH ENGINEERING INC 305-594-4321 Total Sq Feet: 0 Type of Work:REMOVAL OF EXISTING 25 WINDOWS WITH Available Inspections: No of Openings:25 Inspection Type: Additional Info: Window Door Attachment Classification:Commercial Final Scanning:4 Review Building Review Building Review Structural Review Structural Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $32.40 Invoice# WS-7-15-56534 DBPR Fee $5.25 09/15/2015 Check#:040014 $588.90 $0.00 DCA Fee $5.25 Education Surcharge $10.80 Permit Fee $350.00 Plan Review Fee(Engineer) $50.00 Plan Review Fee(Engineer) $80.00 Scanning Fee $12.00 Technology Fee $43.20 Total: $588.90 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 zoning. Futhermore,I authorize the above-named contractor to do the work stated. September 15,2015 natu er / pplicant / Contractor / Agent Date Building Department Copy September 15,2015 1 1 Miami Shores Village IDBuilding Department 02015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 �� JUL 3 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2Q//-/ BUILDING Master Permit No.CC3-15-572 PERMIT APPLICATION Sub Permit NaSf QBUILDING [] ELECTRIC ROOFING REVISION ❑EXTENSION ❑RENEWAL []PLUMBING ❑ MECHANICAL [PUBLIC WORKS M CHANGE OF ❑CANCELLATION M SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 11300 N E 2 AVE STE Cor Jesus Chapel Ciiv: Miami Shores County: Miami Dade Zia: Folio/Parcel#: >-S 3031 - oco k - 0030 is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): LOL-ek a -MV%At&SA-)r Xa Phone#: Address: � W 00 ¢- city: State: _ Zip: 33 11 Z� Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Glass Tech Engineering, Inc Phone#: 305-594-4321 Address: 8321 NW 70 St may; Miami State. FL Zip; 33166 Qualifier Name: Ramon Perez Phone#• State Certification or Registration#: Certificate of Competency#: 000018523 DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ r3 740 Square/Unear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New [Repair/Replace t El Demolition Description of Work: $-elo/,*f PSC/S�!c� �i/IJrO+ IeX 4$ /%6Z,,&e UeC2 Ll&&&C P-s Specify color of color thru tile: Submittal Fee$ Permit Fee$ W CCF$ j CO/CC$ Scanning Fee$ /2- Radon Fee$ S, 1� DBPR S C 2 57 Notary$ Technology Fee$ el 3• Z® Training/Education Fee$ ® • 1?6 Double Fee$ Structural Reviews$ Y6 '0'0 rig -0` Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) i Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or Installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certifythat all the foregoing information is accurate and that all work will be done in compliance with all � g P 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 fast 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. II Signature �C /' Signature j OWNER or AGENT CONTRALTO I The foregoing instrument was acknowledged before me this The foregoing instrum t was acknow fore me this day of 20 �15' ,by _ day of 20d?� "by who is personally known to � who i� s personally known to or who has produced as me or who has produced as identification and who did take an oath. Identification and who did take an oath. NOTARY PUBLIC: N TARY PUBLIC: \\1111NIU.IIJ/q/ •\\�a sIARD/R rrrri / Sig ,,....,_„_ • • c"�,: '.� tit , Print: ..--�-r •*= Pri A b u is-State of F rida Seal: $ tFF22M ;cgs' Se MY Comm.Expires Au 9 12,2017 i : roded 1 dOQ` %�F IPJ commission#FF 031510 //', •:;�P \��� "'��"" Bonded Through National Notary Assn. ii�tic,s \ W APPROVED BY ol� Plans Examiner Zoning II Structural Review Clerk I (Revised02/24/2014) 51�o„�s RUN UNARM Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. `� COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANWWMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES,FL 33135 Certificate must specify the description of operations or contractor license number. ■■rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr BUSINESS NAME.. Glass Tech Engineering Inc BUSINESS ADDRESS: 8321 NW 70 Street CITY Miami STATE FL Zip 33166 BUSINESS PHONE: 3( 05 ) 594-4321 FAX NUMBER3( 05 ) 599-2730 CELL PHONE(_) QUALIFIER'S NAME: Ramon Perez QUALIFIER'S LIC NUMBER: 000018523 NL +� T■ l QB Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY 000018523 r GLASS TECH ENGINEERING INC saa, D.B.A.: PEREZ RA N Is certified under the provisions of Chapter 10 of Miami-Dade County Municipal-Contractor`s Tax Receipt Miami—Dade County, State of Florida —THIS IS NOT A BILL—DO NOT PAY CC NO: 000018523 M C BUSINESS NAME/LOCATION RECEIPTNO. EXPIRES GLASS TECH ENGINEERING INC 8321 NW 70 ST 7461938 SEPTEMBER 30, 2015 MIAMI,FL 33166 Pursuant to County Code Sac 10-24 OWNER TYPE OF BUSINESS pgYMENT RECEIVED GLASS TECH ENGINEERING INC SPECIALTY BUILDING CONTRACTOR BY TAX COLLECTOR GO RAMON PEREZ FRES 46.00 02/11/2015 0221-15-003604 Restricted to City of Coral Gables For more hdormation,visit 001437 Local Business Tax Receipt Miami-Dade County, State of Florida -- -THIS IS NOTA BILL — DO NOT PAY 2376457 LBT BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES GLASS TECH ENGINEERING INC s RENEWAL SEPTEM13ER 30, 2015 8321 NW 70 ST 2496669 MIAMI FL 33166 Must be displayed at place of business Pursuant to County Code Chapter 8A—Art.9&10 OWNER SEC.TYPE OF BUSINESS GLASS TECH ENGINEERING INC 196 SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED Worker(s) 2 000018523 BY TAX COLLECTOR $75.00 09/09/2014 FPPU03-14-019210 This Permit r Business Ten Receipt only matirms payment of the Local Business Tax The Receipt is not a license, pemlit or a certificatFon of ffie holder's qualifications,to do business.Holder mustemply with any govern or�ngoven nnratal regulatory laws aad requirements wbicb apply to the business. The RECEIPT N0.above most be displayed on all cormrrercial vehicles-Ardao l-Dade Code Sec as—= For more laformation.Wait Nowm domidade aov xnn11. .. GLASTEC-01 SSIMEON CERTIFICATE OF LIABILITY INSURANCE °�'�`M 7/21/22015016"' WDD THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT, if the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. if SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsament(s). PRODUCER CONTACT NAME: Collinsworth,Alter,Fowler&French,LLC PHONE 822-7800 FAX (305)362-2443 8000 Governors Square Blvd EI:(305) lacNo):- _ Suite 301 ADDRESS:Miami Lakes,FL 33016 — — — INSURERS)AFFORDING COVERAGE NAIC_S _ INSURER A:FCCI Insurance Company _ 10178 INSURED INSURER S:Federal Insurance Company 20281 Glass Tech Engineering,Inc. INSURER C: --- 8321 NW 70th Street INSURER D: Miami,FL 33166 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR POLICY EFF POLICY EXP --- — -- LTR TYPE OF INSURANCE /NSD WVD POLICY NUMBER MM/DD MM/DD LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE X OCCUR GL00084487 03!22/2015 03/22/2016 PREMISES Eaoccurren�__ $___ .___- _1_0_0,00 MED EXP(Any one person) $ _ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY[]X]jERCOT- 1:1 LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident) — __ A X ANY AUTO CA000555011 03122!2015 03/22/2016 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE X HIRED AUTOS Lx AUTOS Per accident $ $ X UMBRELLA LIAB Xd OCCUREACH OCCURRENCE $ 3,000,000 A EXCESS LIAB CLAIMS-MADE UMB00060519 03/22/2015 03/22/2016 AGGREGATE $ 3,000,000 DED X RETENTION$ 10,000 $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY STATUTE ER YIN A ANY PROPRIETOR/PARTNER/EXECUTIVE 001WC1SA67686 03/22/2015 03/2212016 E.LEACHACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? � N I A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 1,000,000 "r f es,describe under DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT $ 1,000,000 B Equipment Floater 5689EUC 03/22/2015 03/22/2016 Leased/Rented 100,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached H more space Is required) Glass&Glazing Contractors CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Ave Miami Shores,FL 33138 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD Propert Search Application - Miami-Dade County Parc 1 of 1 iqo OFFICE THE PRn_. PERT APPRAISER Summary Report Generated On : 7/30/2015 Property Information Folio: !11-2136-000-0050 ` Property Address: 11300 NE 2 AVE _... _.. ................_ Owner BARRY COLLEGE III 11300 NE 2 AVE \b q Mailing Address MIAMI SHORES, FL 33161-6628 Primary Zone 8200 SCHOOLS&CHURCHES = - Primary Land Use 7241 EDUCATIONAL/SCIENTIFIC- EX:EDUCATIONAL-PRIVATE Beds/Baths/Half 0/0/0 Floors 2 �II� ill �lal� 1 Living Units 66 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 623,362 Sq.Ft Lot Size 1,740,400 Sq.Ft Taxable Value Information Year Built 1954 2015 2014 2013 .......... _.. Assessment Information County Exemption Value 1 $43,013,559 $43,216,466 $43,197,874 Year 2015 2014 2013 - - ______ Taxable Value $0 $0 $0) Land Value $6,961,600 $8,040,648 $7,657,760 - School Board Building Value $33,497,476 $32,592,925 $32,928,811 Exemption Value 1 $43,013,559 $43,216,466 $43,197,874 XF Value $2,554,483 $2,582,893 $2,611,303 Taxable Value $0 $0 $0 Market Value $43,013,559 $43,216,466 $43,197,874 City Assessed Value $43,013,559 $43,216,466 $43,197,874 Exemption Value 1 $43,013,559 $43,216,466 $43,197,874 Benefits Information Taxable Value ............................................$0....................................................._$0....................................................._$0 Benefit (Type 201 5 2014 2013 Regional Educational Exemption $43,013,559 $43,216,466 $43,197,874 Exemption Value $43,013,559 $43,216,466 $43,197,874 ..._....... Taxable Value $0 $0 $0 Note:Not all benefits are applicable to all Taxable Values(i.e.County, School Board,City,Regional). Sales Information Short Legal Description Previous Sale i Price OR Book-Page Qualification Description 36 52 41 40 AC SE1/4 OF NE1/4 LESS E35FT&LESS W40FT LOT SIZE 1740400 SQUARE FEET 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 Version: http://www.miamidade.gov/propertysearch/index.html 7/30/2015 7500 NW 25 Street,Suite 296,Miami,FL 33122 Xcel Engineering Corp. Phone(305)772-5023,sifangzhao@byahoo.com August 28, 2015 AUG 31 2015 Mr. Syed Ashraf Building Official BY Miami Shores Building Department Miami Shores, Florida Ref: Street Address: 11300 NE Ave, Miami Shores, FL 33161 Process No.: WS15-1923 Dear Mr.Ash, Regarding your review comments, I have the following responses: 3. Comment: Show the compliance of 13'8"tall opening the product approval. Response: The Opening is 13'8" tall, but jamb mullions were attached to the structure at every horizontal mullion with (4) 3/8" dia. Wedge bolts. It is much more than NOA required. There is no free standing mullion and the max. D.L.O. is 36 1/2'w x 40 3/4' h, much less than the NOA allowed. Please attached sheet showing the field installed conditions for the openings. 0000 • . 0000 0000.0 Should you have any questions, please feel free to contact meat(305) 772-50230 0* • 0• 0000.. 000.06 00.. 000000 0 00009.• 0000 • 0000. 00000. 0 0 00 Sincerely, 0 0 0 0 . •000. .0000. .. � 0000 • 0000. p.N G 2ygo, 0000.. 0 ••��CjEINs • • ��,, • ; . . 000000 0000.. • ''. . 000 00 ' ....: No 5 85 •• • s *: .. . �o: ST of �� s O N A�S sO�, Sifang Zhao, P.E. FI. No. 50685 President Xcel Engineering Corp. w W Y-0. Tb• 41f w I Z 41� Q 0 �4• �, W Q � 7 U N U z W Nz U EN y c m 0 � u0 S4 U (4j tE 3B"DGLWEDGEB0LTTYP. PERHORIZONTAL m x3� }EE]z_2 O � af4 N W (11)REQD. O leg (2)REQD. v Flea 6'-0•TOMFl Tgl.' ,,•,,111°°°°•••,•,, = LOCATION OF ADDITIONAL ANCHOR tp 4.00 .• ZZ .0 (1: Z • • •• • • • • • •�. Z• •• •+• •• • • f •i _� o :O O � cyl 00 • • •o• m3 *00 °�� 7 OF 8 411 AUG 3 12015 SS QUTA Q �o - -- _-- - Q i-. v w C : O - cc� � Ln gv � � INC. � a` o' .o U ��- � o A 8321 lel 70th Street, Miami, Florida 33166 � � � 0�'�� � � o � Tel : 305 . .594-432 1 - Fax : 305 . 599-2734 � Se t U � z �...__ _. vf -Sc zW � !) cetxcMn wrF/3Q M 'c Wn W -Joe B A Y ITER S I TY - ""� � � ' • ••� ... V410 Miami Shores VII • l 13 O O T*+4E 2ND -jN"`V1ET***4-LED • • ��• • ••• COR JESU CHAPF kt I E 6Y DATE • .Fol 4 ZONING DEPT ®SUNTAL ..��."• MIAMI SHORES ,, FLORID_ A 331 DEPT /G '° -��T� •so 0 S TO COMP CE WITH A °�+GE o� DATE `;TATE AND CQl IN RULES AND RE °Finn w ma DATE °ESTWATING DATE MC HARRY STOBS BROTHERS CONSTRUCTION .000 �T....>> °� �° °A TE ,~ ARCHITECTURE 580 NE 92ND STREET �`�a�yUp � = `�� ° DATE °WSTAUAna DATE 2780 SW DOUGLAS ROAD MIAMI SHORES , FL. 33138 MIAMI, FLORIDA 33133 ° s °°' DATE �A"," � c° weawN BY: DAX' TP 05.09.15 CKKb.BY: DATE ®ea$9�d�.'ao® 6�m.s.... �;i"�y MOICTNO. 2016 gA44lfl SHEET NQ AUG 2 9 2®Y5 1 0> s SCOPE OF WORK xw z GENERAL NOTES: a > o WQ U INCLUSIONS: EXCLUSIONS : d Z 1. IMPACT RESISTANT STOREFRONT SYSTEM SERIES 5000-2 y2"X 5" MULLION PROFILE;ACCOMMODATES 9/16"LAMINATED a)FINAL CLEANING PROTECTION OF MATERIAL AFTER INSTALLATION,HOISTING PROVISIONS(IF APPLICABLE) U N0 GLASS. FLUSH GLAZED SYSTEM,CENTER SET,EXTERIOR LOADED.BY OLDCASTLE BUILDING ENVELOPE.DRY GLAZED. b)INTERIOR CAULKING,PATCH-UP WORK. W 0� z FLORIDA PRODUCT APPROVAL#15103 SEQ.#2c)WARRANTY BEYOND(1)ONE YEAR z < 0 d)STUCCO REPAIR W a ` e)MISSILE LEVEL"E"GLAZING 2. ALUMINUM FIIVISH:CLEAR ANODIZED0 INSURANCE REQUIREMENT BEYOND GLASS TECH STANDARD CG 0 x Q g)PREMIUM LABOR 0 u h)LOUVERS,SHUTTERS. i)CUSTOM HARDWARE 9 3. GLASS:16"LAMINATED TINTED GRAY.HS GRAY-INTERLAYER PER NOA-1/4"HS CLEAR (AS SELECTED) j)HOLLOW METAL DOORS AND FRAMES g k)STRUCTURAL STEEL 1)WOOD DOORS AND FRAMES m)DEMO AND STRUCTURAL REPAIR TO OPENINGS U o)FIELD WATER TESTING p)OTHER ITEM NOT INCLUDED IN THIS SET OF DRAWINGS - q)CRL SDC920 INDOOR/OUTDOOR HEAVY-DUTY DIGITAL PROGRAMABLE KEYPADS z M ••.W C/] Qn M 00 • • • •• • •• O 00 . 3 w.CD • 000000 • L) .-r•M • Conforms to ............as d z �•.. •• ( 0000 (�� .� Q• • _ ; ? YCOO� M W�gn WiN.eo................as Nater •0000• AOM ... EA 00 ( l Does Not Cmform to Design Concept....Revise as Noted and Resutai:- 09:66:• 0 • • j Unresponsive SUtffAltal.................................Rejec`_ •••� 0• _ APPROXIMATE LEADTIME FOR MATERIAL IS: 10-12o..::., •V Ns rev is made orgy for Corrmance with the design concept of the i WEEKS FROM THE DATE SHOP DRAWINGS ARE : • : . • :. ind with the informaffon gim in the Contract Down ts. Notations do ho: RECEIVED APPROVED TO INCLUDE ALUMINUM -oti>I e a Change ikder and do rrot raiieve tfie Com feoh�h c�xrha#auce FINISH,GLASS TYPE,AND WRITTEN APPROVAL OF 0 0 0 0 . • Contract Documents, Contractor is respohshbfe for confusing qhs MASONRY OPENING DIMENSIONS AS SHOWN ON .Iimeneions, fabrication teacMiques, coordination with other trades, arid APPROVED SHOP DRAWINGS. p1R the Work a safe matter. (IF FIELD DIMENSIONS ARE REQUIRED LEADTIME SHALL COMMENCE AT THE TIME COMPLETE FIELD ?At HM AM ASSOCATES, DIMENSIONS ARE TAKEN). R Date. ` r LEADTIME SUBJECT TO CHANGE BY VENDOR AT TIME ORDER IS PLACED. GC/ TO VERIFY ALL WALL CONDINSI9°oo , WINDOW SIZES AND QUANTITY 11% EXTERIOR WINDOW/ STOREFRONT/ ALUMINUM PACKAGE _ ` x a o GENERAL NOTES B4, N.T.S. R 0, 1E - MAIN BY: OATI a>'�g7yJr��9' gyp' D�"� � `��.+' rp 0$-04-15 v2a�cT"a AUG 2 0 2016 SiEET No. 2 OF 8 xw Z a wo 2 3'6" a Q U 6'-8" 1" � 792" 19" 412" 5 36" 36" 14" 36� ] w 4 Z s's w z a O 0 d L4 N _ _ BUSS& NY1TRAY. INC. JOB Burry Univarsky Chapel Renovation U � q C� IN I'V' c+iR Ml U tlo t, In"M SHEET NO im 1 " CU 3 CALLATED By P;U G o S8 N D/8TE 217 ?4, 0177-7-77l 'l � 52PSF 2 4 Ott tt" ?. 0€ P= (GC, GCS) 0 00256 K.K„Ka V$ M V(mph) 175 Suvbon 26.5 Ealve Height.he= 36 feat C7 F +5om W K,= 0.85 Section 26.6 N+sigPit,ht= 43 1e8I c4 04 W M Exposure C Section 26.7 ROW Wdth s 50 fcol (Nommaf to Budding Radp) W Q M 1.00 S hen 26.6 Buideg Length= 160 feat •••� x 0 � GC,= 0.113 Buldstg Width= 65 fest .• � c ��• • "TO FFL �, fl= 9 5 (TShte 269.1) Rtro1 Arlie,0= i1164 deg. a= 6 5 6'-0feel ....•.. •• 3 { aVo26.9-1) hm 39.50 teat •••••• • U z ��•i• Sere etc► • • (•' M 6-0"TO FFL+19'-0" 7 777113i86ie8 $`{I •' f - _ �:r 77, •• ' oo �'•. Zones zC Kx q, Area= 10 20 s0 100 200 ••.• ••• �. (+)4&5 5"Sts 4-1.OGD= 1 D 946MI 0076%19 08234 0?TQ23al 0 j••••• • v •� 39.50 1 M4 89.36 so 47 44 42 40 31 i • .•..• dM$° 4(-) Fqt" t.GCD- 1 t t W0836111.97463tg 11. 3J ®.8Yd1�:Y�t -0.r5,0Ut9••• •• •• • 3950 1.04 69.36 .5.4 S2 .49 -46 -44 -41•• • 44 • • F�glaw al+1 GCZi" -14 -123WE2 -1 1531239 -t M -0 94MM -0 952 • 51-? 39.50 1.()4 6936 •66 42 "56 -52 .47 41 C � .ilg (11)REQD. (1)REQD. (11)REQD. �to Concept..............as NNW Does W conform to Design Concept....Revise as Noted mid f tvf` - KF 1 unresponsive Submital. .. ..........Refer: a9esF ................... of the W:. 6-0"TO FFL+19'-0" ':;s rti+aew is made only for Co*rmance wilt+they desV concept 4 r 0���ti ®ia >d with the iltformafion given the Contract"Daaurleslts. Notes do ry q�°� pg�0m6q inane a Change Order and do not rakeve the CatUaft from �� oo ���h. © ,y f',ontrad Downeft CoMTaclor is fe%ws"e for Contn'ming quay tie-4 iimerfliions, fabrication terms. Coordination with other 41`8118s, an �,mEe );T t yWng the Wirt in a safe matter. ELEVATI 5 0 0 `:LC.H"Y APS ASSOCIATES,QVC. T m �$ ® % � 31.0°�0R ® �y f��, 4 -)ate: �� `�-1 �r 4 By. "�p'yv�o 0511911 / ®11t� ge6 Qh' DAM AUGG '2 g ?01 gym. 2016 SHM1•. 3 OF 8 wW Y-6" 1'-10" U ¢ z z 412' 212' 0. w 0 W a U ] 362" 1 162" Q W a U NV) a 0 1 1 Z U A 0 BLISS & NY11TRAY, INC. roe Barry University Choapol Renovation �, 0 d co M .9 sw, ►� SHEET No N� 15M019 0 0 CALCULATED By PAZ E — DATE 2124;2015 M " 4 MCE 4# .. _ $ O :�N :o C 111 C f P= tG� GCO 3 " q,=0,00256 K,K$,Kd U r 5 8 V(mom) 175 Sooton 26.5 Eaw Height.,he= 36 feat � S 8 - Ks= 0.85 Section 26.6 Rhe Height,ttr a 43 feet v w ,o ma Exposure C Section 26.7 Root W = 50 foot, (Normal to Building Ridgo) ?� � M K,, = 1.00 Section 26.8 BOtdirV L"Vttt= 160 feat •• W d r, 3 GCO 0.18 Building Width= 65 feet • • ••� x �•`� ••• +47 EF $$ .i2PSF ar 96 (Tecate 26 9-1) Roof Angle.0= 15.64 cam. a= 65 rr t ••.••• • � 3 k"•c •• z„= 9130 (TWo 26.9-1) h= 39.50 feet ••..•• •U Z �O" • •••••• ••t1 0 �'•; •• Zones z Kz qt Area 10 20 50 100 2 •••••• •••� • (+14&v F 30 4-1,Cite= 1 0 9 Gaw1 0.8765619 4. 0 TrO2261 or •••••• •V 39M 1 D4 69.36 s0 47 44 42 40 37 ' • ' • •. :. 1' C ta��.4.1,GCS_ 1.1 1 04C436 *916WS �,9234 46702381 -0.79M1S••• i • • •. 2 3960 1,04 69.361 .64 -52 49 -a -44 -41 00• 41 � 6-0"TO FFL+50'-0" SO F iofi 30.44. GCp- A4 t 29: 762 -115312318 -1 -p -0 cTOMM 3,9 50 104 6936 -66 -62 •56 -32 •47 -sit 44 PSF •49 PSF O E M to Com ............ . .. ..itsSAwdW f)t COt to Design Concept.. ....... ,as NO avI, er s c (2)REQ'D. l �REQ�D. ( ) Does Not Contin to design Concept....Revise as Noted and Rte•= °°pe°'�` f Unresponsive Subrnital................................. .Rejec- ° @ d ,-is rtaaw is made only for Cagormance with the dt>c�gn concept of the W,..- z IL. 6-0"TO FFL+20'-0" nd with the infomflon given in the Contract Docwtnents. Notatm do rv, ��. _ jnstit&a Change Order and do W relieve the Cattractor bw c tiam-fi SHAT •4h Contract Downents. Coritracllor is responsible for confirming ttuatttitie. °mensions, fabrication teachrtigites, coordination vAth other trades, am . e,� . -erforiviing the Work in a safe matter. "�. 'kC.HARRY AND ASSOCIATES,INC. , Vit,� '1 05,09-15 t�� t Rv AUG 2 .-: DATE: °F0JECr'O. 2016 SHEET Na 4 OF 8 Ul xw z 0 comm ........... . at U N U U1 a W p :1�PZ Jl•l (; it 'i �I j -Ifj Ir � li(F18(lj� ^r t�`j d Q r a t.t0 V/0r�� r a. s1?t Goo 9 •j•W • 0090••• • (� M 000 •0 •••i•• •W Ems• M r• •0 00.000 •• •�x 0 �v" • 0000 • 'r F— �• • v/ R ON• • 00.00• • O "0 • .. .. . (ay O. •. • • DLF4 0000 i • �• • .a 44 PSF =44 PSF F-1-4 PSF -94 SF F�PSF � 49PSF 44PSF 44PSF TIM EIDI ❑� ❑D D +47 PSF :47 F 41 PSF --t-IEj6 if6 +SO PSF B O i2 PSF O 52 O +47 PS Sa PSF S2 PSF A � 00, aaanao , 10,� gpf SHEETTtiEE: o s a ELEVATIONS ® m A' sem: DRAWN 9Y- DATE in J�®BLd5:E39a�3 L71N'D BY: DATE: AUG28 2015 PROJECT NO. 2016 SHEET No. 5 OF R Qz Z W1 Concept... a � � o ire U { 1 Does not Confirm to Deign Concept....Revise as Noted and%wbrw a Unresponsive Subnutal.................................Rejea Q z va OPEN »5 review is made only for Con#ormance*0 the design concept of N 0� z ,d with the information given in nm the Contract Docnts. Notations do r ¢ 0 nstitute a Change Order and do not relieve the Contractor from corrnq w- z } U .n Contract Doc~s. Contractor is rewonsi* for cofftm% wwae-'r0 0 • pensions, fabrication teachragnes, coordination with otter kadn arm 0 ¢ LO xfnrnaog the Work in a safe math. O U 0 -C.H Y*0 ASSOCIATES,PC U 2 rn . Jate:,. {_._ ;?I S fir• � s U .•N 0000•• W vii Q � 0000 • • • .z•2 0 , -44 PSF 44 PSF +44 PSF ••••• •• cot p� ••• -44 PSF 44 PSF , til••s -49P9 49 PSF 49 PSF 49 PSF -49 PSF + 9 SF ••i••0 •• • •49PSF •• •• 4 � 3 �- �. ••• • . . • O O 0 .. .. ... Cor Jesu •• • • • Chapeldi v 00 - O❑ O❑ rE- D DD D❑ OPEN O +47 FSF +41 PSF +47 PSF +41 PSF s •32 PSF A 32 PSF O _S 1�F O S2 PSF O S�PSF O +47 PSF -S.PSF Trl— a o a g ° o sxEEr Tme bf ELEVATIONS a o % 9 ib,,• 318":F-0" WLnDATE TP 05-09-15 Cm.BY. DATE: AUG 2 s 2 p 15 PROJECT NO. 2016 $BEET NO. 6 OF 8 xw z � E D C rB (A a 0 � < vll ( foriorras to Decone.......................as.. r u N C2 sna z ( } S *Con toms to Design Concert................ae Imo. QO U)( }OPEN Does Not Conform to Design Concept....Revise as Noted and f brp z >. U j 1 1..lnresponsive Submital.................................Re*l- 0 Q '»s rWew is made ordy for Conformance with the dem concept of theF� Q M = 0 -id wb the information given in the Contract Docixrwas. Notations do ` 0 U vistitute a Charge Order and do not relieve the Contractor from comoi�- v Contract Documents. Contractor is responsible for confirming quantic imensions, fabrication teachniques, coordination with other trades, ar;. Arming the Work in a safe matter. 14C.WW AND ASSOCIATES,INC. (11 Ey 'ate. - •0• ... .. .. ••gym 4PSF 000000 • it � M ••• •• ��\ 0 0 0:0• •w - N • �W7�v�Cn Q *•• •• 0000 �i • • • �-•F 0000 • ,n• is � t�!• •• OT o p • 0000•• • ,� • � • • • •0 .. .. x3 `� �. 0• M • . . w • • N ¢ .•. .. .... '0 • v� 0000. 000 g OPEN ami' w V % SHEET TITLE: o r a ELEVATIONS T o m A� OR 10SCXL* `d per`` 318':P-0° ALDPAWN By. DAM scab rp 05-09-I5 CHKD.U. DATE: AUG 28 PROJECT NO. 2016 SHERNO. 7 OF 8 BACKER ROD/SEALANT ANCHOR BOLT W AND SHIMS z a j 0 FG-2188 FILLER .� (FG-5000-FP-12) Q+ U U FG-5201 JAMB FG-5193 MULLION FG-5000-PP-8 STEEL FG-5196 FILLER ANCHOR BOLTi 1 N U r/1 I I ] � Q O • FG-5206 HEAD FG-5190 GLASS STOP _ _ _ rn 7 I 1 FG-1133 EXTERIOR GASKET I FG-5948 INTERIOR GASKET FG-5948 INTERIOR GASKET V FG-5W Z1 FG-1133 EXTERIOR GASKET EAU FG-1133 EXTERIOR GASKET O � MONOLITHIC LAMINATED GLAZING I W f� x 0 StormMae FG-5000 - Dry Glazed I U 1 DETAIL Head - H6301 I _ MONOLITHIC _ _ MONOLITHIC LAMLNATED GLAZING LAMINATED GLAZING I FS-8#14 X I"HHSTS V FS-8#14 X 1"HHSTS ASSY SCREW(TYP) ASSY SCREW CNP) (� FG-5190 GLASS STOP FG-5202 HORIZONTAL FG•50001P-I0 END DAN StormMaxTl'"FG-5000 - Dry Glazed• = •• �' • k1ACKER ROD/SEALANT FG-5199 AND SHIMS 212" Vertical -V6305 ••• •• • a M•• • • SETTING BLOCK 0:::090 ••••• • W F. s • 114" 212" W *POO* StormMax•FI'4 FG-5000 - Dry Glazed 42 o o•w* •. • 6) •• Jamb -V6301 • U w• • 4 DETAIL DETAIL7 • FG-1133 EXTERIOR GASKET I2"a'-0 12 J ':1'-0" •••• : • ••• •: FG-5948 INTERIOR GASKET • MONOLITHIC LAMINATED GLAZING 3 DETAIL StormMax'�A°FG-5000 - Dry Glazed Horizontal - H6302 MONOLITHIC LAMINATED GLAZING / (BYOTHERS) I is Deem Uncep .......................iis S { } {y Co OW%to Design Car W................as FG-1133 EXTERIOR GASKET FG-i9481NTERIORGASKET � Does W Conform to De$I�T1 Concept....Revise as °d mN r FG-5190 GLASS STOP FG-5206 SII.L Unresponsive Submetal.................................R*,I FG199 review is made only for Contrmance with the design concept of the SETTING LOCK : with the information en in the Contract Documents. Flotations ck) "' SETTING Stitute a Change Order and d0 not relieve the Contractor from ��,_�°` -= Contract Documents. Contractor is responsible for confirming quare - a° ;nsions, tabrication teach piques, coordination with other trades, ar 4 ° ,)rming the Work in a safe matter. �® FG-5180 FLASHING i mo m HARRY AND ASSOCIATES,INC. oT F 06 4 DETAIL LACKERROD/SEALANT ANCHOR BOLT �•.-- •�.__ Y• _ o�(�V •.00 t t m�Lyl ``tie` 1/z:r-0• AND SHIMS ��� =a'` 05.09-t5 StormMaxT"'I FG-5000 - Dry Glazed AUG 2S 201 PROJECT NO. ATE' Sill - H63032016 SHEETN0 8 OF 8