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38082
gar "411111 PERMIT APPLICATION FOR MIAMI SHORES VILLAG$UL 15 1996 L ug ELEL,I,L Tax Folio Date 7 / 9 /96 Job Address 11300 NE 2 Avenue Legal Description Owner / Lessee / Tenant Barry University Master Permit #38082 Owner's Address 11300 NE 2 Avenue Phone Contracting Co. Elcon Electric Inc. Address 2150 NW 33 Street. #C Qualifier James P. McConchie SS# Phone (954) 979 -5445 State #EC0001331 Municipal # Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Temp for Test Square Ft. Estimated Cost(value) $ 100.00 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFIN' and MECHANI WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing informat be done in compliance with all applicable laws regulating co authorize the above-named contractor to do the work stated. Also -10/P u4 Si'_ ature l.f owner and/or Condo President Date: 7 -�1 — G 46111LbO.d .440 )N44416 Notary as to Owner and/o1.1, >• 1 My Commission Expires: + !c '' APPROVED: Zoning President LOUISE C HARDENBURG MY lion CC471164 Expires Jun. 12. 1999 Bonded by HAI x Signat Date: FEES: PERMIT ® RADON C.C.F. Mechanical Plumbing_ .tary as to Con Commission Exp �,s: NOTARY Fire Building ate and t at all work will d zon'ng Furthermore, . 1 Other Electrica * * * * ', TOTAL DUE 3S Engineering PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date l,' 5��� Job Address 1 k 3DC) (11;0011 (I V Legal Description Owner / Lessee / Tenant Master Permit ft - 3 B OP, Owner's Address Phone Contracting Co. WASTE MANAGEMENT OF DADE COUNTY Address 2303 NW 70 AVE MIAMI, FL 33122 Qualifier JERRY STITH State # 00- 157434 Municipal # 18806 Competency # 000014780 ins.Co.NEAR NORTH INS AGENCY Architect /Engineer U/N Address U/N Bonding Company U/N Address _ U/N Mortgagor U/N Address U/N Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGt WORK DESCRIPTION TEMP WATER CLOSET CUSTOMER NAME & ACCOUNT #: c= ,- L U S R>( ( -& Cr s-A-1 , 7 ( Y 1 o n 0584 - NL-1 , Square Ft. U / N Estimated Cost(value) U/N WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DC SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTENI TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUW NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit on the attached addendum (if applicable). I standards of all laws regulating cons permits are required for ELECTRICAL, OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work wil: be done in compliance with all applicable laws regulating construct, and zoning. Furthermore, i authorize the above -named contractor to do the work stated. Signature of owner and /or Condo President Date: Notary as to Owner and /or Condo President My Commission Expires: ** * APPROVED: Zoning * * * * FEES: PERMIT RADON C.C.F. NOTARY Mechanical xPlumbi SS# to do work and installation as indicated above, an cer.ify that all work will be performed to meet th( it this jurisdiction. I understand that separate SIGNS, POOLS, ROOFING and MECHANICAL WORK. Fire Other Building Electrical Tax Folio Phone 305 471 -4444 (X -271) Signature o Date: Notary My Co s tractor or owner- Builder Rhaf� ROSA M NOTARY SEAL RAMOS * COMMISSION NUMBER • CC271009 Q M'*COMMISIION 8 %P* OF F4 .,,, ._.- . MAR. , 23,1997 ** TOTAL DUE Engineering For METROPOLITAN DAOE COUNTY — BUILDING BI ZONING DEPARTMENT ELECTR I CAL CATEGORY 26 AFFIDAVIT FOR 30 DAY TEMPORARY•EL ECTRIC SERVICE (To be executed by Owner and /or Tenant, Building & Elec;rical • N OTE: ELECTRIC SERVICE WILL BE DISCONNECTED "WITHOUT NOTICE" UPON 30 DAY TERMINATION UNLESS APPLICATION IS RENEWED. It is understood that the temporary— .Iecttical approval by the Dade County Building .fc Zoning Department given in .onnecdon with the building being constructed under Building Permit No. 38082 and Electrical Permit No. 3 812 8 u 11300 NE 2 Avenue Barry University OWNERS is being given only for construction purposes or for testing the following installations being made in said structure: All electrical installation and A/C units Subparagraph 4301.2(c) 0) of the South Florida Building Code provides for a 30-day ma:dmusa approval only in an URGENT NECESSITY for electric current eddsts. Necessity shall Include the use of current for irrigation, security, hunsidlty control, emergency power and lighting, such as for testing or construction purposes, provided the Electrical Contractor and owner does hereby agree to assume the responsibility of maintaining the bastalladou In such a manner that there is no hazard to Ufa and propesry• Such approval is In no event to be considered a release of said structure for purposes of use and 'occupancy, and no lacmpaney shall be granted or permitted until final inspections have been called for and approved by the Inspection divisions concerned, and an occupancy permit obtained. The undersigned also understand that the temporaryelectric approval Is subject to rescission and cancelladon, and electric power an be cut oaf at the discretion of the Building and Zoning Department and will be disconnected if the build- ing concerned is occupied before tlmd impactions are approved and occupancy permit obtained. I Freddy Ulloa being tint duly sworn, depose and say that 1 am the owner of the above described property, and that 1 agree that the structure covered in this agreement shall not be occupied until the building contractor has obtained approval of final inspections. r 13e cltvrrSc Sworn and . bscibed befpfp me this day of I tT , 19.-2- Notary Public, State of orida t Large My commission expires: 0 OFT Pb, h. Of rce �` \O f, James P. McConchie Sworn Ind subscribed before me this 12th day of July , 1996._ Notary Public. State of Florida a,gg,,, Sty commission a pit?Y At OFFICIAL NOTARY SEAL. U (. L NDA S SAWYER x N,k si 4. COMMISSION NUMBER , `k L5, „„ ;,:r CC466534 p.. ,•ti' MY COMMISSION EXP. oi .. F\P Jeil 19 SIGNATURE OF ELECTRICAL IH$PECTOR DATE: DATE RELEASED TO F,P,,& L : .Aron Es3 LOUISE C HARDENBURG My Commission CC471164 Expires Jun. 12, 1999 Bonded by HAI 8 00422-1555 Electrical Contractor for the above described property and that the ale safety hazard if temporary— service Is connected. • Sworn and subscribed be'• re me this `i day of , 19 State f orii1 t Lugs !1y cornntlui expires: ABRAld!OWITZ MY COMMISSION # CC 295691 EXPIRES: June 20, 1997 Bonded Thru Notary Public Underwriter • Fe s (ftit , SIGNATURE OP OWNER AbtithQ. c . � g first fIiI trial SIONA NOTARY auaLlc sworn, depose and say that 1 am the dons as now existing will not create a 1 J. Robert Stobs , I I , being first duly sworn. depose and say that 1 sm the Building Contractor of the above described property and that I will not Fermis dccupancy of this building until final inspections have been called for by the contractors and sub - contractors concerned and final a rpval by the inspecdon division obtained and that 1 have the authority Insofar as the owner of sal pr • pe is cones actin prohibit occupancy until such final inspections are obtained. 4 / .1 ISMS NEIMIIM/16.7” GNA "IRE 1 SIGN . 3UIL MG TRACTOR / / 41' RE OTa Y U IC For Swots . subscribed be day of �- r . , 19 State ,•" , or t Luse My cotnnsissi • ' 'expires: DATE: / 7) / I /, METROPOLITAN DACE COUNTY — BUILDING al ZONING DEPARTMENT ELECTRICAL CATEGORY 26 AFFIDAVIT FOR 30 DAY TEMPORARY•EL EICTRIC SERVICE (To be executed by Owner and /or Tenant, Building & Elec rival C,ntraetorl i ....1 . NOTE: ELECTRIC SERVICE WILL BE DISCONNECTED "WITHOUT NOTICE" UPON 30 OAY TERMINATION UNLESS APPLICATION IS RENEWED. It is understood that the temporary— eectdcal approval by the Dade County 3uilding ,b Zoning Department given in connection with the building being constructed under Building Pandit No. 38082 and Electrical Permit No. 3 812 8 it 11300 NE 2 Avenue Barry University OWNERS is being given only for construction purposes or for testing the following installations being made in said structure: All electrical installation and A/C units Sub - paragraph 4501.2(c) 0) of the South Florida Building Code provides for a 30-day maximum approval only in an URGENT NECESSITY for electric current exists. Necessity shall include the use of current for irrigation. :acuity, humidity coastal, emergency,power and lighting, such as for testing or construction purposes, provided the Elecaitnl Contactor and owner does hereby agree to assume the responsibility of maintaining the instalLadoa in such a manner that there is no hazard to life and prop'. Such approval is In no event to be considered a release of said structure for purposes of use and 'occupancy, and no occupancy shall be granted or permitted until final inspections have been Bled for and approved by the inspection dhisions concerned, and an occupancy permit obtained. The undersigned also understand that the temporary-electric approval is subject to rescission and cancelladon, and electric power can be cut off at the discretion of the Building and Zoning Department and will be disconnected if the build- ing concerned is occupied before final inspections are approved and occupancy permit obtained. I. Freddy Ulloa • , being drat duly swom, depose and say that I ant the owner of die above described property, and that I agree that the structure covered In this agreement shall not be occupied until the budding contractor has obtained approval of final inspections. Sworn and besribed bef Inc this 1,9 day of , , 19 -1�, Notary Public, State of orida a Large �er F � My commission expires: Sworn cad subscribed before me this 19th LOUISE C HARDENI3URc3 My Commission CC471164 _ Expires Jun. 12, 1999 Bonded by HAI 8 00^422 -1555 • 4 oF Ft, I, James P. McConchie Electrical Contractor for the above descibed property and that the inlet) hazard if temporary— service Is connected. q a- Pr. ABRAMOWITZ MY COMMISSION # CC 295691 EXPIRES: June 20, 1997 Bonded Thru Notary Public Undaiwrite day of July . 199F_ Notary Public. State of Florida a____ Sly commission a pikeer PGd OFFICIAL NOTARY SEAL a 9 4 ,... • LINDA S SAWYER ; 1 �t * COMMISSION NUMBER 4'5 Q CC466534 I'i is MY COMPAtSSION EXP. of F■ JC ;i 19 19,x9 SIGNATURE OF ELECTRICAL IN ;PECTOR EMS DATE RELEASED TO F,P,S L : /5,177,41" Ike 1 o- r" rr✓) 00.1 yr v ‘ e , • SIGNATURE NOTARY PUBLIC g first I swam, depose and say that I am the nical t Mons as now exiscfng will not crease a OF ELECTRICAL CONTRA of iNu rui N TRAY PUBLIC L J. Robert Stabs. I I , being first duly sworn. depose and say that I ins the Building Contractor of the above described property and that I will not permit dcrtpancy of this budding until final inspections have been called for by the conttacton and sub - contractors concerned and tlnal a rpval by the inspection division obtained and that 1 have the authority Insofar u the owner of sal; pr p is conch ed to prohibit occupant/ until such final inspections ue obtained. Ii IGNA / RE BUIL ING f TRACTOR % /� „di AAY :L : -' IGNA • OR 1r1tU11‘t ijw A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 11-2136 000-0040 STATE OF FLORIDA: COUNTY OF DADE: 958267443 /995 JUL 07 11s15 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713. Florida Statutes, the 'Wowing information is provided in this Notice of Commencement. 1. Legal description of properei and street address: 11300 N L 2nd Ave A portion of the 3W 1/4, of the 1/4 of section 36, Township 52 South R e 41 t of Dade Count Florida .2. Description of Improvement: 3.Owner(s) name arse, address. t 11340 NL° 2md Ave M3emiSores, TL '33161 htterest in property: Owner Nameand address of fee simple titleholder: Suncore Engineering 20260 NE 15th Ct. Miami, FL 33179 4, Contractor's name and address: • _ —_ Notary Pu 'Prim Notary's Name_ My Commission Expires: • Drainage Repairs 6. Surety:(Payment bond required by owner from contractor, if any) Nave and address: Norm Amount of bond $ 6. Lender's name and address: Non e STATE OF FLORIDA, COUNTY OF DADE 1 HE* CE$fIPY the• this iv a tw .to of 'ha •... o.i h t 's J'9.$ •on J i ary of .Ad �9 M1OnnePiMWt,+'4.,o9R d ; ,4 ottlaal seal. RK, e1Clrcu and CouelyCeurU D.0 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: B. In addition to himself, Owner designates the following person(s) to receive a copy of the Uenofs Notice as provided in I Section 713.13(1)(b), Florida Statutes. Name and address: 9.• Expiration date of this Notice of Commencement: (the exptratlon date is 1 year from Mt, date of recording unless a different date IS specified) July 30 , 19 9 5 Barry University Prlrn Owners Name Swam to and subscribed before meiii 1 day of ► _, .., __ . � * Loucsac CC411184 Prepared by: .�. -. Barry Univers Address:113 0 0 i N E 2nd Ave Miami Sh ores z FL ' 3 3161 12=42 2M V NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 11-2136-000-0040 STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: 1 130 0 NE 2nd Ave A portion of the SW 1/4, of the NE Ran e 41 East of Dade Count , Florida 2. Description of improvement: 3.Owner(s) norm and address: B University 11300 NE 2nd Ave Miami Shores, FL 33161 Owner Interest in property: Name and address of fee simple titleholder: Drainage Repairs 4. Contractor's name and address: Suncore Engineering 20260 NE 15th Ct. Miami, FL 33179 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: None Amount of bond $ 6. Lender's name and address: N One 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) July 30, 19 9 5 Barry University Sig eot n Print Owners Name .REtt �0 A t Sworn to and subscribed before me Sup day of i pp .40A LOUISE C DEN®ORO Notary Pu -print Notary's Name ', y Corrmisz Ex.9:es: 800 -422 -1 STATE OF FLORIDA, COUNTY 0 DADE I HERE1 e CERTIFY f!'a this is a !cup copy of th• e ii f' o 'ice on / day of • A 0 i9 1 - rd Of'fciai Seal. C • " R K, of Circuit and County Courts D.C. 95R267443 1995 JUL 07 11:15 1/4 of section 36, Township 52 South, n CC4711s4 Prepared by: Freddy Ulloa Barry University Address: 1 3 0 0 NE 2nd Ave Miami Shores, FL 33161 123.01.52 2/e3 1✓ Date 3.28.95 Legal Description Owner / Lessee / Tenant Barry University Owner's Address 11300 N.E. 2nd Avenue, Miami Shores, Fla. 33161 Phone 899 -3052 Contracting Co. Stobs Bros. Construction Co. Address 580 N.E. 92nd Street, Miami Shores Qualifier James R. Stobs II ss ## Phone 305/751 -1692 State # CGC 011055 Municipal # Competency # Ins.Co. see attached Architect /Engineer Rodriquez, Quiroga, Architects Address 4440 Ponce de Leon Blvd. Coral Gables, Florida Bonding Company n/a Address Mortgagor n/a Address Permit Type(circle one BUILDING ;ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION 3 Storey CBS library addition — FeNeSTttt TIOil M O'T (1.3 t.LVfoet) To cd5E 5v51-41"Y I, ``d / AL., APP JA Izor KeM s rER4-41 Square Ft. 24,000 Estimated Cost(value) $2,500,000 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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 construed zoning. Furthermore, I authorize the above -named contractor to do the work - tated. i Signature of owner and /or Condo President Date: 3- P -5 S ** * * PERMIT APPLICATION FOR MIAMI SHORES VILLAGE * Job Address X11300 N.E. 2nd Avenue Tax Folio 11- 2136 -00- 0040 -7 * Master Permit # -3840 Y Notary as My Coft.' to Contractor or Owner- Builder Not = ry as to Owner and /or C y 4res illtelitL BAIDAQERBER i dly Commission CC37 = 7 lllllllllT JlllltlTlllllllTllllll�lllTTlll 11111 My Commission Expires: a� sion Ex �, * * Expires May. 08, 1998 ICtA[. NOTARY SEAL' >� '>:IM 4 'O PENEL'OPE E. STURROCK -CLARK y ml P Bonded by HAI Notary Public. State of Florida > q�.�' 800 - 422 -1555 ' CommissionNo.CC245349 > * * * * * * * * :* My CiimissionExfres I2 09/96k* 5 Bonded77nough Pia. Notary Semce & to in1 Co. > FEES: PERMIT I 1 ( 10 D - RADON gq6 C.C.F. i 5 0 NOTARY , TOT �ll re { % APPROVED: Fire 0 h 1M 7/6l f C Zoning Buildin Owner - Builder( Electrical Mechanical Plumbing Engineering DONNELL & DUQUESNE, P.A. CONSULTING ENGINEERS 4930 S.W. 74th CT. MIAMI, FLORIDA 33155 (305) 666 -0711 FAX 666 -5259 June 23, 1995 Vi llage of Miami Shores 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Attention: Chief Plans Processor Reference: Barry University Library Addition Our Commission No. 9407 -D Gentlemen: Following you will find our responses to the comments made during your review of the structural drawings for the above referenced project. Please refer to the comment sheet, copy of which is attached. COMMENT NO. RESPONSE 1 Copy of soil test report is included. 2 Dead and live Toads have been clarified. See floor plans and general structural notes. 3 4 5 Lightweight concrete fill is the material to be used at the joist and metal deck areas. It is a material such as insulcel made by W.R. Grace. The 200 PSF indicates the minimum compressive strength required. Uplift calculations are enclosed and also has been indicated of the drawings. See roof framing plan. Structural ceiling details have been included in the drawings. See S2.03. Product approval notice of acceptance for be submitted by the contractor or subcontrac 6 a,J ( S.0-6t ,11,41, TeYS Ramon R. Donnell, P.E. Pedro J. DuQuesne, P.E. Associates: Emesto G. Wong, P.E. Victor M. Chavez Remigio Pazos m DONNELL & DUQUESNE P.A. CONSULTING ENGINEERS PAGE 2 JUNE 23, 1995 CHIEF PLANS PROCESSOR COMMENT NO. RESPONSE 7 If you should have any questions, please give us a call. Respectfully, U • UESNE, P.A. I/ Pe • o J. DuQuesne, P.E. Vice President All exterior walls are reinforced or openings have tie columns. Window and door installation details are to be made in the shop drawings prepared by the glazing subcontractor. or oze () N A 15 \t1 5 0(P ,CY 7;:a4/to Ed aftivh /, -ruk14 zo r-1 /Vole 7 a Ai ��/� Qs3��C iodteez/es dea.61 /ive h are GtlrJ"eeeni 0141 /hale 4 - 5-, l2e , “s)4 c9y1 #e jam/ vl s — ! l M ese are shew 1i e - G, /e S 1 er sk®u /d ber r 1 e� cc s :3. On .5 2. o4 �' f ` `l�l' ° yS � n el r `e r 5 1' ° 1 1 0A . S 15 Y ea. l ? f u404[r ° VY eu, /czilzak.S , r ' GS'drec.c / urat (Siee l deck, f 1 / dew 11 ev: t or f c.�' • � r� Gi t ect6 c-4-1e64 /Name or Afie rz4e have iiee4 cevolipPbel allYX 4 sk. r ; "St e-f ei ref Cei /, - 344»' Froduct / it ive/ ce or 4cce fence 6t1 6/a ;n .5'44 -c /hers /;‘' hat imp zppr'eved) 44/1 loaf's De44 w < 4 1 dOdr ..64-t /1�1. .74GiG'L/1 c e fl � $0;d _ �; � errs- _am - Piled eedis .- , / l '5, fl u rYIio r f - ,SL e a' /e/-/ its evtery . (See- artlezz.heot Z: Col frleA40) METRO-DADE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING To: All Building Officials in Dade County From : Charles Danger, P. E., Director Subject: Use of 3/16" concrete anchors in window installations Date: April 4, 1995 This memo supersedes memo dated February 2, 1995 in reference to window installation. The following temporary solution allows windows to be installed using 1 x 3 wood filler when the required 2x buck is not installed in accordance with the requirments of the Product Approval. Attach the 1 x 3 wood filler and window in the following manner: 1. Attach 1 x 3 filler to masonry structure (no inspection required; 2. Where Product Approval requires window /door to be installed with #8 or #10 screws, allow such screws to be substituted (using same spacing) with 3 / 16 " x 21/4" long (minimum) approved concrete anchors with a minimum embedment of 1 into concrete block. .3. .Where Product Approval requires window /door to be installed with #12 or higher screws, • allow such screws to be substituted (using same spacing) with 1 /a" x 21/4" long (minimum) approved concrete anchors with a minimum embedment of 11/4" into concrete block. 4. Limit shimming gap space to a total of 1 /4" on each side; 5. Newly submitted plans to building departments, for permits, must include buck "' " °'itistalation detail. Expiration date of this temporary solution April.1, 1996. This solution has been agreed for the period above in order to allow for research and testing being performed at this time to address recent concerns. Thank you for your cooperation in this matter. DAPRODCNTL IPCLETTEPMNFO\BLDGOFr16UCKS .SAM MEMO • BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 DONNELL ND DUQUESNE, P.A. PEDRO J. DUQUESNE, P.E. PROJECT : BARRY UNIVERSITY FILE : PG. NO : 1 SITE : .' '� S - F FLORIDA BY : DATE : 06/22/95 SUBJECT : .OIST UPLIF CI= : ASCE 7-93 WIND LOAD CALCULATIONS ::::::::: WIND DATA ::::::::: Wind Speed (V) : 110.00 mph Importance (I) : 1.05 Category I Exposure C Di from Ocean : 1.00 mi ::::::::: STRUCTURE DATA :::::::: Height 56.00 ft ::: PRESSURE COEFFICIENT DATA ::: FIGURE ZONE MEAN ROOF HEIGHT : AREA ANGLE TABLE CONDITION ,' 410,P6 AN 60.00 FT. DONNELL ND DUQUESNE, P.A. PEDRO J. DUQUESNE, P.E. PROJECT : BARRY UNIVERSITY SITE : MIAMI SHORES, FLORIDA SUBJECT : JOIST UPLIFT FILE : BY : CK ASCE 7-93 WIND LOAD CALCULATIONS GENERAL EQUATION FOR WIND PRESSURES, p ::::::::: p = qh.[(G.Co) - (GCpi)] qh : evaluated at mean roof height using exposure C GCp : given in Fig. 3a and 3b GCpi : given in Table 9 CALCULATION OF PRESSURE COEFFICIENT (q) q = 0.00256.Kz.(I.V)^2 (Eq. C1) o = 34.12 * Kz PG. NO : 2 DATE : 06/22/95 DONNELL ND DUQUESNE, P.A. PEDRO J. DUQUESNE, P.E. PROJECT : BARRY UNIVERSITY SITE : MIAMI SHORES, FLORIDA SUBJECT : JOIST UPLIFT FILE : BY : CK : ASCE 7-93 WIND LOAD CALCULATIONS Pressure Coefficients .-1-GCp = 0.00 -GCp = -1.61 +GCpi = 0.25 -GCpi = -0.25 Pressure p Design Wind Pressures Exposure Coef. Kz = 1.167 Velocity Pressure, qh = 39.813 psf Case I (+GCp,+GCpi) NOT APPLICABLE Case II (AGCp,-GCpi) NOT APPLICABLE Case III (-GCo,+8 Pressure, p = Case IV (-GCp,-GCpi) = -54.01 psf *** Positive Pressure acts toward surface. Negative Pressure acts away from surface. *** Wind pressures shall not be less than 10.00 psf. Exposure Category C for all terrains. PG. NO : DATE 06/22/95 DONNELL ND DUQUESNE, P.A. PEDRO J. DUQUESNE, P.E. PROJECT : BARRY UNIVERSITY SITE : M � ` O := P _ -m RIDA SUBJECT WINDOW PRESSURE ASCE 7-93 WIND LOAD CALCULATIONS WIND DATA ::::::::: Wind Speed (V) : 110.00 mph Importance (I) : 1.05 Category I Exoo C Dist. from Ocean : 1.00 mi ::::::::: STRUCTURE DATA ::::::: Height 47.00 ft ::: PRESSURE COEFFICIENT DATA ::: FIGURE ZONE MEAN ROOF HEIGHT AREA TABLE CONDITION FILE : PG. NO : 1 BY : DATE : 06/22/95 CK HAN 60.00 FT. DONNELL ND DUQUESNE, P.A. PEDRO J. DUQUESNE, P.E. PROJECT : BARRY UNIVERSITY SITE : MIAMI SHORES, FLORIDA SUBJECT : WINDOW PRESSURES FILE : BY CK : ASCE 7-93 WIND LOAD CALCULATIONS GENERAL EQUATION FOR WIND PRESSURES, p ::::::::: p = qh.[(G.Cp) - (GCpi)] qh : evaluated at mean roof height using exposure C GCp : given in Fig. 3a and 3b GCpi : given in Table 9 ::::::::: CALCULATION OF PRESSURE COEFFICIENT (q) = 0.00256.Kz.(I.V)^2 (Eo. C1) q = 34.12 * Kz PG. NO : 2 DATE : 06/22/95 DONNELL ND DUQUESNE, P.A. PEDRO J. DUQUESNE, P.E. PROJECT : BARRY UNIVERSITY SITE : MIAMI SHORES, FLORIDA SUBJECT : WINDOW PRESSURES FILE : BY : CV : ASCE 7-93 WIND LOAD CALCULATIONS Pressure Coefficients + GCp = 1.40 -GCp = -2.00 + GCpi = 0.25 -GCpi = -0.25 Case I Pressure, p Exposure Coef. Kz = 1.110 Velocity Pressure, qh = 37.869 gist Pressure, p Design Wind Pressures Case II (+GCp,-GCpi) Case III (-GCp,+G Pressure, p = Pressure, p (+GCp,+GCpi) 43.55 psf Case IV (-GCp,-GCpi) 62.48 psf *** Positive Pressure acts toward surface. Negative Pressure acts away from surface. *** Wind pressures shall not be less than 10.00 psf. Exposure Category C for all terrains. PG. NO 3 DATE : 06/22/95 DONNELL ND DUQUESNE, P.A. PEDRO J. DUQUESNE, P.E. PROJECT : BARRY UNIVERSITY FILE : P8. NO : 1 SITE : 1I I ' O ORIDA BY : DATE : 06/22/95 ' SUBJECT CK : ASCE 7-93 WIND LOAD CALCULATIONS WIND DATA Wind Speed (V) : 110.00 mph Importance (I) : 1.05 Category I Exposure C Dist. from Ocean : 1.00 mi STRUCTURE DATA Height FIGURE ZONE MEAN ROOF HEIGHT : AREA TABLE : 9 CONDITION : I 47.00 ft ::: PRESSURE COEFFICIENT DATA 40 Ft AN 60.00 FT. DONNELL ND DUQUESNE, P.A. PEDRO J. DUQUESNE, P.E. PROJECT : BARRY UNIVERSITY SITE : MIAMI SHORES, FLORIDA SUBJECT : WINDOW PRESSURES FILE : BY : CK : ASCE 7-93 WIND LOAD CALCULATIONS GENERAL EQUATION FOR WIND PRESSURES, p ::::::::: p = qh.[(G.Cp) - (GCpi)] qh : evaluated at mean roof height using exposure C GCp : given in Fig. 3a and 3b GCpi : given in Table 9 CALCULATION OF PRESSURE COEFFICIENT (o) q = 0.00256.Kz.(I.V)^2 (Eq. C1) q = 34.12 * Kz PG. NO : DATE : 06/22/95 DONNELL ND DUQUESNE, P.A. PEDRO J. DUQUESNE, P.E. PROJECT : BARRY UNIVERSITY SITE : MIAMI SHORES, FLORIDA SUBJECT : WINDOW PRESSURES FILE : BY : CK : ASCE 7-93 WIND LOAD CALCULATIONS Pressure Coefficients +GCp = 1.26 -GCp = -1.68 +GCpi = 0.25 -GCpi = -0.25 Design Wind Pressures Exposure Coef. Kr = 1.110 Velocity Pressure, qh = 37.869 psf Pressure, p Pressure, o Case III Pressure, p Pressure, p Case I (+GCp,+GCpi) Case II (+GCp,-GCpi) (-GCp, = = 38.18 psf = 57.12 psf Case IV (-GCp,-GCpi) = -54.19 psf *** Positive Pressure acts toward surface. Negative Pressure acts away from surface. *** Wind pressures shall not be less than 10.00 psf. Exposure Category C for all terrains. PG. NO : DATE : 06/22/95 DONNELL ND DUQUESNE, P.A. PEDRO J. DUQUESNE, P.E. PROJECT : BARRY UNIVERSITY SITE SUBJECT WINDOW PRESSURES ASCE 7-93 WIND LOAD CALCULATIONS WIND DATA ::::::: Wind Speed (V) : 110.00 moh Importance (I) : 1.05 Category I Exposure C Dist. from Ocean : 1.00 mi STRUCTURE DATA Height 47.00 ft PRESSURE COEFFICIENT DATA ::: FILE : PG. NO : 1 BY : DATE : 06/22/95 CK : TABLE : 9 CONDITION 2 I FIGURE ZONE MEAN ROOF HEIGHT : -IAN 60.00 FT. AREA DONNELL ND DUQUESNE, P.A. PEDRO J. DUQUESNE, P.E. PROJECT : BARRY UNIVERSITY FILE : PG. NO : 2 SITE : MIAMI SHORES, FLORIDA BY : DATE : 06/22/95 SUBJECT : WINDOW PRESSURES CK : ASCE 7-93 WIND LOAD CALCULATIONS GENERAL EQUATION FOR WIND PRESSURES, p ::::::::: = qh.[(G.Cp) - (GCpi)] qh : evaluated at mean roof height using exposure C GCp : given in Fig. 3a and 3b GCpi : given in Table 9 CALCULATION OF PRESSURE COEFFICIENT (q) :::::::: a = 0.00256.14z.(I.V)^2 (Eq. C1) o = 34.12 * Kz DONNELL ND DUQUESNE, P.A. PEDRO J. DUQUESNE, P.E. PROJECT : BARRY UNIVERSITY SITE : MIAMI SHORES, FLORIDA SUBJECT : WINDOW PRESSURES FILE BY : CV : ASCE 7-93 WIND LOAD CALCULATIONS Pressure Coefficients +GCp = 1.24 -GCp = -1.64 -1-GCpi = 0.25 -GCpi = -0.25 Design Wind Pressures Exposure Coef. Kz = 1.110 Velocity Pressure, qh = 37.869 psf Pressure, p Pressure, p Pressure, p Case I (+GCp,+GCpi) Case II (4GCp,-GCpi) Case III (-GCp,+GCpi) Pressure, p = -71.72 psf Case IV ( = 37.56 psf = 56.49 psf = -52.79 osf *** Positive Pressure acts toward surface. Negative Pressure acts away from surface. *** Wind pressures shall not be less than 10.00 psf. Exposure Category C for all terrains. PG. NO : DATE : 06/22/95 DONNELL ND DUQUESNE, P.A. PEDRO J. DUQUESNE, P.E. PROJECT : BARRY UNIVERSITY SITE SUBJECT ASCE 7-93 WIND LOAD CALCULATIONS WIND DATA Wind Speed (V) : 110.00 mph Importance (I) : 1.05 Category I Exposure C Dist. from Ocean : 1.00 mi STRUCTURE DATA Height 47.00 ft :2: PRESSURE COEFFICIENT DATA ::: FIGURE ZONE MEAN ROOF HEIGHT AREA TABLE : 9 CONDITION : I FILE : PG. NO : 1 BY : DATE : 06/22/95 CV : N 60.00 FT. DONNELL ND DUQUESNE, P.A. PEDRO J. DUQUESNE, P.E. PROJECT : BARRY UNIVERSITY SITE : MIAMI SHORES, FLORIDA SUBJECT : WINDOW PRESSURES FILE : BY CK : ASCE 7-93 WIND LOAD CALCULATIONS 222222222 GENERAL EQUATION FOR WIND PRESSURES, p ::::::::: � = qh.[(G.Cp) - (GCpi)] qh : evaluated at mean roof height using exposure C GCp : given in Fig. 3a and 3b GCoi : given in Table 9 ::::::::: CALCULATION OF PRESSURE COEFFICIENT (q) :::::::: q = 0.00256.1. (Eq. C1) q = 34.12 * Kz PG. NO : 2 DATE : 06/22/95 DONNELL ND DUQUESNE, P.A. PEDRO J. DUQUESNE, P.E. PROJECT : BARRY UNIVERSITY FILE : PG. NO : 3 SITE : MIAMI SHORES, FLORIDA BY : DATE : 06/22/95 SUBJECT : WINDOW PRESSURES CK : ASCE 7-93 WIND LOAD CALCULATIONS Pressure Coefficients -I-GCp = 1.09 -GCp = -1.30 +GCpi = 0.25 -GCpi = -0.25 Design Wind Pressures Exposure Coef. Kz = 1.110 Velocity Pressure, ph = 37.869 psf Pressure, p Pressure, p Pressure, p Case I (+GCp,+GCpi) = 31.82 psf Case II (+GCp,-GCpi) = 50.75 psf Case III (-GCp,+GCpi) Pressure, p = -58.81 psf Case IV (-GCp,-GCpi) -39.87 psf *** Positive Pressure acts toward surface. Negative Pressure acts away from surface. *** Wind pressures shall not be less than 10.00 psf. Exposure Category C for all terrains. ENGINEERING EVALUATION OF SUBSURFACE CONDITIONS NATIONAL CENTER OF TRANSPORTATION EDUCATION AND RESEARCH MIAMI, FLORIDA FEBRUARY 1995 Prepared for: BARRY UNIVERSITY MIAMI SHORES, FLORIDA ORDER NO. M16826. 30 (125) WIINGERTER LABORATORIES, INC. 1820 NE 144th STREET NORTH MIAMI, FLORIDA 33181 WINGERTER LABORATORIES, INC. Engineering Testing & Inspection Services 1820 NE 144th Street, North Miami, FL 33181 No. Miami (305) 944 -3401 Ft. Myers (813) 334 -4230 February 28, 1995 No. 1 REPORT OF: ENGINEERING EVALUATION OF SUBSURFACE CONDITIONS CLIENT: Barry University PROJECT: National Center of Transportation Education and Research LOCATION: 11300 N.E. 2nd Avenue, Miami Shores, FL REPORTED TO: Barry University 11300 N.E. 2nd Avenue Miami Shores, FL 33161 — 6695 Attn: Freddy Ulloa Introduction We are pleased to present this report of our subsurface soil exploration and geotechnical evaluation for the subject site. The purpose of this investigation was to obtain specific subsurface data to provide an engineering evaluation of the subsurface conditions including recommendations for foundation design for support of the proposed new building. The exploration consisted of a total of Four(4) Standard Penetration Test Borings performed throughout the area as shown on Page 11 of our Report of Test Borings. The following presents a review of the project information provided to us, a discussion of the subsurface conditions and detailed geotechnical engineering recommendations. Project Information We were provided with a site plan from Rodriguez & Quiroga Architects for the proposed three story Research and Education Building to be built at Barry University. It is our understanding that the proposed building will be approximately 90 feet by 95 feet with an open walkway between the existing library and the new construction. Order No. M16826.30 A site reconnaissance was conducted on February 2, 1995 to observe and document the surface conditions. This information was used in assisting in the interpretation of the subsurface data and also to detect any conditions which could affect the recommendations. The overall site topography is generally flat except along the east side next to the library where there is a three to four foot change in elevations when reaching the library. The site is lightly vegetated with short grass and occasional trees. No observable unsuitable debris was observed at the time of our site visit. Site elevations were visually found to approximate those of nearby streets. Based on the survey provided to us and our visual reconnaissance, there are quite a few - underground utility lines and structures present at the site. Testing Program and Conditions Revealed Four (4) Standard Penetration Test Borings, conforming to the requirements of ASTM D -1586, were performed at the site on February 21, 1995. Please see our Report of Test Boring Numbers B -1 through B -4 for detailed description of the materials encountered, the depth intervals at which they were encountered, Standard Penetration Resistance, drilling specifications and test boring locations. The recommendations and discussions contained in this report are based upon the conditions revealed in the referenced test borings. No elevations were established for the test borings and depth as recorded on the boring logs represents the depth below existing grade as it existed on the date drilled. WINGERTER assumes no responsibility for the accuracy of the reported depths should any excavation, filling or alteration of site grade occur subsequent to the date drilled. The number and location of the test borings were determined by the client with the depths determined by WINGERTER, taking into consideration the requirements of the project and the subsurface conditions revealed. In our professional opinion, the test boring program and resulting subsurface data represent a prudent level of investigation considering the magnitude of the proposed new building. A review of the test boring logs reveals that the site is generally mantled by a generally loose to medium dense mixture of sand and fragmented limestone (sandy pinnacle rock formation) in the first eight (8) feet of depth. These soils are underlain by loose and medium dense lenses of sands to the boring termination depth of twenty five (25) feet. Order No. M16826.30 ti 2 The ground water level at the time of drilling was from 12.0 to 14.0 feet below existing grade. Geotechnical Engineering Evaluation and Summary of Recommendations A review of the soil test boring logs indicates that the site of the proposed new building is generally mantled by suitable but somewhat loose soils. Evaluation of the subsurface soils encountered using accepted geotechnical criteria, indicates that the existing soil conditions are suitable for the planned construction. However, prior to any construction activity, the existing underground lines and structures must be removed and adequately filled and compacted. Due to the abundance of such lines and structures, we recommend that their abandonment, backfilling and compaction take place in the initial phase of construction to insure that all such lines and structures can provide adequate support for the planned construction. An analysis indicates that the proposed foundation can be proportioned for a maximum allowable soil bearing capacity of 3500 pounds per square foot, if the bottom of footings are placed three feet below final grade elevations. A bearing capacity of 2500 pounds per square foot may also be assigned instead, if the bottom of footings are placed two feet below final grade elevations. Engineering Recommendations 1. SITE PREPARATION 1.1. Site area shall be cleared and grubbed to remove and dispose of all vegetation and debris. 1.2. All underground utility lines and structures shall be identified, removed by excavation and backfilled and compacted as described in Section Fill and Compaction of this report. 1.3. Upon completion of step 1.2, the existing cleared grade shall be proofrolled by means of a vibratory compactor which shall make at least 15 overlapping passes over the building pad and 5 feet outside of the building pad. 1.4. The proofrolling process shall be witnessed and monitored by an engineer or his representative from Wingerter Laboratories, Inc.. Order No. M16826.30 1.5. Upon completion of step 1.4, footing excavations or placement of additional fill shall take place in accordance with the planned construction schedule. 2. FILL AND COMPACTION 2.1. Placing fill in excavations and over the building pad. 2.1.1. Fill shall be placed in lifts not greater than 12— inches loose thickness for material compacted by heavy compaction equipment and six — inches loose thickness for material compacted by hand tampers. 2.1.2. Each fill lift shall be _compacted to 95 % minimum relative compaction. Relative compaction is defined as the ratio, expressed as a percent, of the dry soil density as determined in the field by ASTM D -2922 (nuclear method) with a probe depth of 12— inches, divided by the maximum dry soil density as determined in the laboratory by ASTM D -1557 ( "Modified Proctor "). Compaction shall be verified by the geotechnical inspector who shall also confirm that the fill materials being placed is the same material as tested in the laboratory. To avoid delay during compaction operations, candidate fill material should be supplied to the geotechnical inspector a minimum 72 hours in advance of placement. 2.1.3. Compaction of suitable fill as defined herein is most readily achieved by the use of vibratory rollers when space allows. For small restricted areas, mechanical hand — operated tampers usually perform satisfactorily. Prior to commencing compaction, the moisture content of the fill material shall be adjusted to within plus /minus 2 percent of the optimum moisture determined by ASTM D -1557; by so wetting or drying the fill material, the amount of compactive energy required to attain compaction is minimized. Attempting compaction of fill material which is more than 5 percent below or 3 percent above optimum moisture will generally yield unsatisfactory results. 2.1.4. A minimum of one in —place field density test shall be performed for each 2500 square feet, or fraction thereof, for each lift of compacted soil for the building pad. Backfill of line excavations shall be tested at a rate of one test for every 50 to 70 linear feet. Backfill of structure excavations shall be tested at a rate of one test for every lift of material placed and compacted. Order No. M16826.30 4 2.2. Suitable fill material is defined for the engineering purposes of this report to be a clean select material, containing no more than 5 percent by weight organic matter and no man —made debris of any description, which meets the requirement of ASTM D- 2487 Unified Classifications GW, GP, GP —GM, or SW except that when placed in the wet below the ground water level, suitable materials are limited to coarse granular material meeting the requirements of GW, GP or SW classifications. 2.3. Since large size particles interfere with compaction of the finer soil fraction, all backfill and fill materials shall be free of rock or gravel larger than 3 inches or 50 percent of the compacted layer thickness, whichever is the lesser. 3. FOUND COLUMN AND/ OR WALL LOADS UPON SPREAD FOOTINGS 3.1. Bottom of footings shall be placed at a depth of at least 3 feet below final exterior grade for a design allowable bearing capacity of 3500 psf; or at a depth of at least 2 feet below final exterior grade for a design allowable bearing capacity of 2500 psf. Selection of the design bearing capacity shall be up to the structural engineer. However, mixing of the two (2) bearing capacities is not recommended. 3.2. Bottom of footing excavation shall be tamp compacted to a minimum of 95% relative compaction prior to placing reinforcing steel or concrete. Relative compaction must be verified by randomly testing at least 15 percent of the prepared area. 3.3. Footings shall be proportioned for an allowable design bearing capacity of 3500 or 2500 pounds per square foot as specified earlier. 3.3.1. At the recommended bearing capacities, the minimum footing dimensions to prevent punching shear shall be: 3.3.2. Evaluation of materials at founding level and below using accepted geotechnical criteria confirm that the materials will support the design load without failure and with anticipated maximum settlement of less than 1 inch. Differential settlement across the site may approach 0.25 inch. Order No. M16826.30 3.3.1.1. Square or rectangular: 2 feet 3.3.1.2. Continuous: 24 inches wide 3.4. The grade floor slab shall be supported upon compacted fill material placed in accordance with SECTION: FILL AND COMPACTION. 4. GEOTECHNICAL INSPECTOR 4.1. Experience indicates that the actual subsoil conditions at a site could vary from those generated on the basis of test borings geotechnical engineer be retained to provide soil engineering services during the site preparation, excavations and foundation phases of the proposed project. This is to observe compliance with the design concepts, specifications and recommendations and to allow design changes in the event that subsurface conditions differ from those anticipated prior to the start of construction. 4.2. The geotechnical inspector as referenced hereinbefore shall be a Registered Professional Engineer licensed in the State of Florida and experienced in the practice of geotechnical engineering, or his designated field agent. The results of all inspection by the geotechnical inspector shall be submitted on report or log forms duly signed and sealed in accordance with Chapter 471, of the Florida Statutes and Rule 21H- 18.11, of the Florida Board of Professional Engineers. 4.3. The geotechnical inspector shall be retained by the owner, the project architect, or the project structural engineer. Special Remarks and Annotations We would like to express our disposition to provide all the services and support recommended herein, during the design and construction phases of this project, in order to insure that the intent of these recommendations is followed for the benefit of all parties involved. Wingerter Laboratories, Inc. shall be retained in order to perform the testing, supervision and inspection requirements outlined in this report. Despite the thoroughness of the test boring program, a good possibility always exists that the actual or prevailing conditions at the site may not be the same as those encountered by the test borings. Therefore, the experienced geotechnical personnel from Wingerter Laboratories, Inc. should be engaged during the foundation construction to identify such conditions and to provide the necessary services and support such that the intent of our recommendations are followed. Order No. M16826.30 The criteria furnished to WINGERTER LABORATORIES, INCORPORATED, constitutes our total knowledge and understanding of the project; inaccuracies, deviations or alterations of the criteria may invalidate the recommendations to the extent they impact the magnitude, distribution, and elevation of applied loads, or impact the nature of the construction. Our recommendations are invalidated, if value engineering. is performed by others and or our recommended design is altered without our consent or knowledge. Any changes in our recommended design must be forwarded in writing to Wingerter Laboratories, Inc for a thorough evaluation and comments by experienced geotechnical engineers. In dealing with the unseen subsurface dimension, a prudent test boring program acts to identify the general range of conditions and to reduce, but not eliminate, the risks of unknown conditions. Therefore, WINGERTER LABORATORIES, INCORPORATED cannot offer a warrantee, expressed or implied, that materials or conditions other than those revealed in the test borings will be encountered, nor that the relative proportions and density of the materials will not vary from those reported. Reported by: Paul Weller Respectfully submitted, WINGERTER LABORATORIES, INC. K -32 /Time Charges: Engineering — 7.0 Hrs. Order No. M16826.30 Bruce Khosroz FL. Registra 3.3 5� , P.E. No. 45273 The original of this report was signed and sealed by the above engineer in accordance with Rule 21H- 18.11, and Chapter 471, Florida Statutes. SOIL TEST BORINGS B -1 THROUGH B -4 NATIONAL CENTER OF TRANSPORTATION EDUCATION AND RESEARCH MIAMI, FLORIDA FEBRUARY 1995 Prepared for: BARRY UNIVERSITY MIAMI SHORES, FLORIDA ORDER NO. M16826. 30 (125) WINGERTER LABORATORIES, INC. 1820 NE 144th STREET NORTH MIAMI, FLORIDA 33181 REPORTS (No.B -1 THRU B -4) CLIENT PROJECT: LOCATION: ENGINEER: ARCHITECT: DATE REPORTED TO: Gentlemen: WINGERTER LABORATORIES, INC. Engineering Testing and Inspection Services 1820 N.E. 144 Street Miami (305)944 -3401 Ft. Myers (813)334 -4230 Page 1 of 11 Order No. M16826.30(125) TEST BORING Barry University National Center of Transportation Education and Research 11300 N.E. 2nd Avenue, Mimi Shores, FL Donnell & Duquesne, P.A. Rodriguez & Quiroga, Architects February 21, 1995 Barry University 11300 N.E. 2nd Avenue Mimi Shores, FL 33161 -6695 Attn: Freddy Ulloa Submitted herewith are logs of test borings performed by WINGERTER LABORATORIES, INC. at the project location under authorization of the client. As a mutual protection to the owners and ourselves, the engineer of record on the owner's behalf should check this report prior to the purchase of property, or designing of structures. The logs present factual information on the subsurface conditions at the specific test boring locations; no warrantee is expressed or implied that materials or conditions other than those described will not be encountered at the project site. As further protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions, or extracts from or regarding our reports is reserved pending our written approval. Soil samples will be retained by WINGERTER LABORATORIES, INC. for a period of 90 days only unless specifically requested otherwise by the client. The number and locations of the test borings were determined by the client. Test borings were staked in the field by WINGERTER LABORATORIES, INC. using approximate methods. Borings were located by taped distances from existing recognizable landmarks. Boring locations are, therefore, generally as shown, but no degree of accuracy is stated or implied. Borings were terminated at depths deemed appropriate by WINGERTER LABORATORIES, INC. for the requirements stated by the client. No elevations were established for the test boring locations. Depths reported on the logs represent depth below ground surface as it existed on the date drilled. The client is cautioned that if subsequent filling or excavation of the site occurs, the reported depth must be so adjusted. WINGERTER LABORATORIES, INC. can assume no responsibility for the accuracy of reported depths if the site is. disturbed subsequent to drilling activity. An Engineering Evaluation of Subsurface Conditions is included herein. Field work was performed using standard drilling equipment. Soil samples (disturbed) were obtained in accordance with ASTM D -1586 by which method a 2 -foot long, 2 -inch diameter . split spoon sampler is advanced by successive blows of a 140 pound hammer free - falling 30 inches. The number of blows for each 6 inches of penetration is recorded; the sum of the second and third blow counts for each 2 -foot sampling interval constitutes the Standard Penetration Resistance in blows per foot, which is referred to as the "N" Value. The following tables may be used in interpreting the consistency of the materials based on the "N" Value: A) Cohesionless Soils "N" Value Consistency Designation 0 - 4 Very Loose 5 - 10 Loose 11 - 30 Medium Dense 31 - 50 Dense 51 or more Very Dense B) Cohesive Soils "N" Value Consistency Designation O - 2 Very Soft 3 - 4 Soft 5 - 8 Medium 9 - 15 Stiff • 16 - 30 Very Stiff 31 or more Hard • C) Rock /Limestone and Gravels "N" Value Consistency Designation O - 25 Loose 26 - 50 Medium Dense 51 - 90 Dense Reported by: Paul Weller Page 2 of 11 Respectfully submitted, WINGERTERJBORATORIES, . 1.195 Bruce Khosroz deh, P.E. Florida Regis - on No. 45273 The original of this report was signed and sealed by the above registered engineer in accordance with Rule 21H- 18.11, of the Board of Professional Engineers and Chapter 471, Florida Statute. No. 1 (2 pages) REPORT OF: CLIENT: PROJECT: LOCATION: DRILLER: DRILL NO.: DEPTH EL. (FOOT) 0.0 2.0 4.0 6.0 8.0 10.0 20.0 WINGERTER LABORATORIES, INC. Engineering Testing and Inspection Services 1820 N.E. 144 Street Miami (305)944 -3401 - Ft. Myers (813)334 -4230 TEST BORING Barry University National Center of Transportation Education and Research As shown on boring location sketch J. Cooper B -53 DESCRIPTION OF MATERIALS (Post hole dug first two feet) Brown silty quartz SAND with trace fragmented limestone Light tan fragmented LIMESTONE with some limesand Light brown fragmented LIMESTONE and LIMESAND Light tan quartz SAND with trace fragmented limestone Tan quartz SAND Tan to orange quartz SAND ORDER NO. HOLE NO.: DATE START: DATE COMPLETE: WATER LEVEL: CASING METHOD: 1 1 2 10 15 3 10 2 10 4 4 5 5 5 3 6 6 5 5 7 7 4 6 8 5 4 9 4 5 7 10 10 8 11 7 6 7 12 13 14 15 12 15 16 15 7 12 17 18 19 20 2 -28 -95 nn Page 3 of 11 M16826.30(125) B -1 2 -21 -95 2 -21 -95 12'0" HOLLOW STEM AUGER SAMPLE HAMMER DEPTH "N" VALUE NO. BLOWS (FOOT) (BLOWS /FT) 25 10 12 8 15 30 Mo. 1 REPORT OF: CLIENT: PROJECT: LOCATION: DRILLER: DRILL NO.: DEPTH EL. (FOOT) 20.0 25.0 WINGERTER LABORATORIES, INC. Engineering Testing and Inspection Services 1820 N.E. 144 Street Miami (305)944 -3401 - Ft. Myers (813)334 -4230 TEST BORING Barry University National Center of Transportation Education and Research As shown on boring location sketch J. Cooper B -53 DESCRIPTION OF MATERIALS Tan quartz SAND Boring terminated at 25.0' ORDER NO. HOLE NO.: DATE START: DATE COMPLETE: WATER LEVEL: CASING METHOD: 3 4 6 8 8 5 7 10 9 12 2 -28 -95 nn Page 4 of 11 M16826.30(125) B -1 2 -21 -95 2 -21 -95 12'0" HOLLOW STEM AUGER SAMPLE HAMMER DEPTH "N" VALUE NO. BLOWS (FOOT) (BLOWS /FT) 21 22 23 24 25 10 17 No. 2 (2 pages) REPORT OF: .CLIENT: PROJECT: LOCATION: DRILLER: DRILL NO.: DEPTH EL. (FOOT) 0.0 2.0 4.0 8.0 10.0 20.0 WINGERTER LABORATORIES, INC. Engineering Testing and Inspection Services 1820 N.E. 144 Street Miami (305)944 -3401 - Ft. Myers (813)334 -4230 TEST BORING Barry University National Center of Transportation Education and Research As shown on boring location sketch J. Cooper B -53 DESCRIPTION OF MATERIALS (Post hole dug first two feet) Gray quartz SAND with trace fragmented limestone Brown quartz SAND with trace fragmented limestone Light tan fragmented LIMESTONE and LIMESAND Tan quartz SAND with trace fragmented limestone Tan quartz SAND ORDER NO. HOLE NO. t DATE START: DATE COMPLETE: WATER LEVEL: CASING METHOD: 1 2 1 5 7 3 7 2 8 4 12 8 5 8 3 8 6 4 5 7 5 4 5 8 8 7 9 8 5 7 10 8 8 11 5 6 5 12 13 14 15 2 3 16 3 7 4 17 18 19 20 2 -28 -95 nn Page 5 of 11 M16826.30(125) B -2 2 -21 -95 2 -21 -95 14'0" HOLLOW STEM AUGER SAMPLE HAMMER DEPTH "N" VALUE NO. BLOWS (FOOT) (BLOWS /FT) 14 16 10 15 13 6 No. 2 REPORT OF: CLIENT: PROJECT: LOCATION: DRILLER: DRILL NO.: DEPTH EL. (FOOT) 20.0 25.0 WINGERTER LABORATORIES, INC. Engineering Testing and Inspection Services 1820 N.E. 144 Street Miami (305)944 -3401 - Ft. Myers (813)334 -4230 TEST BORING Barry University National Center of Transportation Education and Research As shown on boring location sketch J. Cooper B -53 DESCRIPTION OF MATERIALS Tan quartz SAND Boring terminated at 25.0' ORDER NO. HOLE NO.: DATE START: DATE COMPLETE: WATER LEVEL: CASING METHOD: SAMPLE HAMMER DEPTH "N" VALUE NO. BLOWS (FOOT) (BLOWS /FT) 2 3 4 8 6 6 10 12 9 15 2 -28 -95 nn Page 6 of 11 M16826.30(125) B -2 2 -21 -95 2 -21 -95 14'0" HOLLOW STEM AUGER 21 22 23 24 25 7 22 No. 3 (2 pages) REPORT OF: CLIENT: PROJECT: LOCATION: DRILLER: DRILL NO.: DEPTH EL. (FOOT) 0.0 2.0 4.0 8.0 10.0 15.0 20.0 WINGERTER LABORATORIES, INC. Engineering Testing and Inspection Services 1820 N.E. 144 Street Mimi (305)944 -3401 - Ft. Myers (813)334 -4230 TEST BORING Barry University National Center of Transportation Education and Research As shown on boring location sketch J. Cooper B -53 DESCRIPTION OF MATERIALS (Post hole dug first two feet) Gray quartz SAND with trace fragmented limestone and roots Tan quartz SAND Brown quartz SAND with some fragmented limestone Tan quartz SAND Tan to orange quartz SAND Brown quartz SAND with trace organic material ORDER NO. HOLE NO.: DATE START: DATE COMPLETE: WATER LEVEL: CASING METHOD: SAMPLE HAMMER NO. BLOWS 1 1 2 2 3 3 3 2 4 4 4 5 5 5 3 6 6 4 3 7 3 4 4 8 5 4 9 4 5 5 10 3 3 11 4 6 6 12 13 14 15 2 3 16 3 7 3 17 18 19 20 2 -28 -95 nn Page 7 of 11 M16826.30(125) B -3 2 -21 -95 2 -21 -95 12'0" HOLLOW STEM AUGER DEPTH "N" VALUE (FOOT) (BLOWS /FT) 6 10 6 8 7 6 No. 3 REPORT OF: CLIENT: PROJECT: LOCATION: DRILLER: DRILL NO.: DEPTH EL. (FOOT) 20.0 25.0 WINGERTER LABORATORIES, INC. Engineering Testing and Inspection Services 1820 N.E. 144 Street Miami (305)944 -3401 — Ft. Myers (813)334 -4230 TEST BORING Barry University National Center of Transportation Education and Research As shown on boring location sketch J. Cooper B -53 DESCRIPTION OF MATERIALS Tan quartz SAND Boring terminated at 25.0' ORDER NO. HOLE NO.: DATE START: DATE COMPLETE: WATER LEVEL: CASING METHOD: 2 2 2 8 3 3 4 4 9 6 2 -28 -95 nn Page 8 of 11 M16826.30(125) B -3 2 -21 -95 2 -21 -95 12'0" HOLLOW STEM AUGER SAMPLE HAMMER DEPTH "N" VALUE N0. BLOWS (FOOT) (BLOWS /FT) 21 22 23 24 25 4 8 No. 4 (2 pages) REPORT OF: CLIENT: PROJECT: LOCATION: DRILLER: DRILL NO.: DEPTH EL. (FOOT) 0.0 2.0 6.0 8.0 15.0 20.0 WINGERTER LABORATORIES, INC. Engineering Testing and Inspection Services 1820 N.E. 144 Street Miami (305)944 -3401 - Ft. Myers (813)334 -4230 TEST BORING Barry University National Center of Transportation Education and Research As shown on boring location sketch J. Cooper B -53 DESCRIPTION OF MATERIALS (Post hole dug first two feet) Gray quartz SAND with trace fragmented limestone Light tan quartz SAND Tan quartz SAND with soee fragmented limestone Tan quartz SAND Brown quartz SAND ORDER NO. HOLE NO.: DATE START: DATE COMPLETE: WATER LEVEL: CASING METHOD: SAMPLE HAMMER NO. BLOWS 1 1 2 3 4 3 6 2 6 4 8 10 5 8 3 7 6 3 5 7 7 4 8 8 3 3 9 3 5 4 10 5 6 11 5 6 5 12 13 14 15 2 3 16 3 7 4 17 18 19 20 2 -28 -95 nn Page 9 of 11 M16826.30(125) B -4 2 -21 -95 2 -21 -95 14'0" HOLLOW STEM AUGER DEPTH "N" VALUE (FOOT) (BLOWS /FT) 10 18 12 6 11 6 No. 4 REPORT OF: CLIENT: PROJECT: LOCATION: DRILLER: DRILL NO.: DEPTH EL. (FOOT) 20.0 25.0 WINGERTER LABORATORIES, INC. Engineering Testing and Inspection Services 1820 N.E. 144 Street Miami (305)944 -3401 - Ft. Myers (813)334 -4230 TEST BORING Barry University National Center of Transportation Education and Research As shown on boring location sketch J. Cooper B -53 DESCRIPTION OF MATERIALS Tan quartz SAND Boring terminated at 25.0' ORDER NO. HOLE NO.: DATE START: DATE COMPLETE: WATER LEVEL: CASING METHOD: SAMPLE HAMMER DEPTH "N" VALUE NO. BLOWS (FOOT) (BLOWS /FT) 2 3 3 8 3 3 4 5 9 5 2 -28 -95 nn Page 10 of 11 M16826.30(125) B -4 2 -21 -95 2 -21 -95 14'0" HOLLOW STEM AUGER 21 22 23 24 25 6 9 WINGERTER LABORATORIES INC. Drawer'. North Mang. Florida 33261.1529 BARRY UNIVERSITY NATIONAL CENTER OF TRANSPORTATION EDUCATION AND RESEARCH ORDER No: M16826.30 (125) PAGE: 11 of 11 No. 2025 Remarks: Permit No. 38082 ��i�t�vc� J'G�Cte� l/cLl�t�e BUILDING ANO ZONING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SNORES. FLORIDA 33138-2382 TELEPHONE (305) 795 -220A FAX (305) 796-8972 CERTIFICATE OF OCCUPANCY Owner, Agent or Tenant of Building Center. Lot Block Street Address 11300 N.E. 2nd Avenue Approved use by occupancy educational facilities NUN& Date December 13, 1996 Barry University, Transporation Subdivision This Certificate of Occupancy is issued to the above named owner for building at above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known as the Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertaining to the erection, construction, alteration or remodeling of buildings or structures. )'HANK LUMEN, DIRECTOR, BUILDING DIVISION l l /ti. /Ii' , 7 aa'cli THIS CARD MUST BE DISPLAYED ON FRONT OF JOB. BUILD (BIT NO. 380g BUILDING Framing Tie Beam PLUMBING Temporary Toilet Air Cond. 1Jliatni � /u'Pe4 Ui!la9e SPECIAL Sidewalks and Clean -Up Rough Yard Spaces Septic Tank Fixtures /6 • 5 iJ OU 7 Owner R ;i 11/_ R Yfk Contractor Sp COMSTRucTt o, Lot Block Subdivision Address I 13 OV 14E 4 AWE Sheathing Roofing Slab Final N 0 T 10 E : All Sub - Contractors Must Obtain LICENSES and PERMITS Before Work is Started. No Work on Sunday No Work Before 7:30 A.M. No Night Work. Foundation ELECTRICAL Temporary Service Rough Fixtures Final Serv. Ducts Mechanical Pool —Floor Walls Top Out and Tub a� jet 2/11/ # NOTICE TO BUILDER: Protect This Card and Return To Building Department For Certificate of Occupancy _ 1. COMMUNITY NUMBER 120652 2. PANEL NUMBER 0093 3. SUFFIX J 4. DATE OF FIRM INDEX 3/02/94 5. FIRM ZONE X 6. BASE FLOOD ELEVATION (in AO Zones. use depth) Not determined • OrdMr 11452' O.M.B. No 3067 -0077 Expires May 31, 1993 ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to provide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). Instructions for completing this form can be found on the following pages. FB 438(75) FOR INSURANCE COMPANY USE POUCY NUMBER COMPANY NAIC NUMBER CITY SECTION A PROPERTY INFORMATION BUILDING OWNER'S NAME BARRY UNIVERSITY STREET ADDRESS (Including Apt., Unit, Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX NUMBER 11300 N:E. 2 Avenue OTHER DESCRIPTION (Lot and Block Numbers, etc.) Portion of SE 4 of NE 4 of Sec. 36-52 -41 (TRANSPORTATION STATE Florida Miami Shores Provide the following from the proper FIRM ($ee Instructions): SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION CENTER BLDG.) ZIP CODE 33161 -6695 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): U NGVD '29 I_1 Other (describe on back) 8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site, indicate the community's BFE• 1 1 1 1 I 1 U feet NGVD (or other FIRM datum -see Section B, Item 7), SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level 1 2(a). FIRM Zones Al -A30, AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation of 1 I 1 1115 1 iJ feet NGVD (or other FIRM datum -see Section B, Item 7). (b). FIRM Zones V1 -V30, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevation of 1 1 1 I 1 1 11 feet NGVD (or other FIRM datum -see Section B, Item 7). (c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is LLI U feet above ❑ or below ❑ (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is W U feet above ❑ or below ❑ (check one) the highest grade adjacent to the building. If no flood depth number is available; is the building's lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations: ❑ NGVD '29 ❑ Other (describe under Comments on Page 2). (NOTE: If the elevation datum used in measuring the elevations is different than that used on the FIRM [see Section B, Item 71 then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used appears on FIRM: Yes ❑ No (See Instructions on Page 4) 5. The reference level elevation is based on: actual construction ❑ construction drawings (NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post - construction Elevation Certificate will be required once construction is complete.) 3. The elevation of the lowest grade immediately adjacent to the building is 1 I 1 1 111 1 X4..1 feet NGVD (or other FIRM datum -see Section B, Item 7). SECTION D COMMUNITY INFORMATION 1. if the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1 is not the "lowest floor" as defined in the community's floodplain management ordinance, the elevation of the building's "lowest floor" as defined by the ordinance is: 1 I 1 1 1 1_1 feet NGVD (or other FIRM datum -see Section B, Item 7). 2. Date of the start of construction or substantial improvement FEMA Form 81 -31, MAY 90 REPLACES ALL PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUATION This certification is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation information for. Zones A1—A30, AE, AH, A (with BFE),V1— V30,VE, and V (with BFE) is required. Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign the certification. In the case of Zones AO and A (without a FEMA or community issued BFE), a building official, a property owner, or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8 - Distinguishing Features —If the certifier is unable to certify to breakaway /non - breakaway wall, enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Feature(s) not included in the certication under Comments below. The diagram number, Section C, Item 1, must still. be entered. I certify that the information in Sections B and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME HOWARD C. GAMBLE TITLE ADDRESS COMMENTS: V. PRESIDENT 620 N.E. 126 Street DATE SIGNATURE November 15, 1996 PHONE (305) 091 -7340 Copies should be made of this Certificate for: 1) community official, 2) Insurance agenVcompany, and 3) building owner. SECTION E CERTIFICATION LICENSE NUMBER (or Affix Seal) RLS 1683 State of Florida COMPANY NAME A. R. TOUSSAINT & ASSOCIATES, INC. CITY North Miami, STATE ZIP Florida 33161 BASE FLOOD ELEVATION A ZONES ON SLAB V ZONES ADJACENT ADJACENT •::•: GRADE •• ON PILES, PIERS. OR COLUMNS A V ZONES ZONES The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. Oxde'r 11452' ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to provide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). Instructions for completing this form can be found on the following pages. FB 438(75) FOR INSURANCE COMPANY USE POLiCYNUMBER COMPANY NAIC NUMBER BUILDING OWNER'S NAME BARRY UNIVERSITY STREET ADDRESS (Including Apt., Unit, Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX NUMBER 11300 N:E. 2 .Avenue OTHER DESCRIPTION (Lot and Block Numbers, etc.) Portion of SE 1 of NE 4 of Sec. 36-52 -41 (TRANSPORTATION CENTER BLDG.) STATE ZIP CODE Miami Shores Florida 33161 -6695 SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION CITY SECTION A PROPERTY INFORMATION Provide the following from the proper FIRM (See Instructions): 1. COMMUNITY NUMBER 120652 2. PANEL NUMBER 0093 3. SUFFIX 3. 4. DATE OF FIRM INDEX 3/02/94 5. FIRM ZONE X 6. BASE FLOOD ELEVATION an AO Zones. use depth) Not determined 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): ❑ NGVD '29 ❑ Other (describe on back) 8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site, indicate the community's BFE 1 1 I I 1 1 U feet NGVD (or other FIRM datum -see Section B, Item 7), SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level 1 2(a). FIRM Zones Al -A30, AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation of I I I 11151 1J feet NGVD (or other FIRM datum -see Section B, Item 7). (b). FIRM Zones Vi -V30, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevation of 1 I 1 I I U feet NGVD (or other FIRM datum -see Section B, Item 7). (c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is W I l feet above ❑ or below ❑ (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is W LJ feet above ❑ or below ❑ (check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations: NGVD '29 ❑ Other (describe under Comments on Page 2). (NOTE: If the elevation datum used in measuring the elevations is different than that used on the FIRM [see Section B, Item 7J, then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used appears on FIRM: 5i Yes ❑ No (See Instructions on Page 4) 5. The reference level elevation is based on: Et actual construction ❑ construction drawings (NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post-construction Elevation Certificate will be required once construction is complete.) 3. The elevation of the lowest grade immediately adjacent to the building is:1 1 1 1 111 1 14JI feet NGVD (or other FIRM datum -see Section B, Item 7). SECTION D COMMUNITY INFORMATION 1. If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1 is not the "lowest floor" as defined in the community's floodplain management ordinance, the elevation of the building's "lowest floor" as defined by the ordinance is: 1 1 1 1 1 1 LJ feet NGVD (or other FIRM datum -see Section B, Item 7). 2. Date of the start of construction or substantial improvement FEMA Form 81 -31, MAY 90 REPLACES ALL PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUATION O.M.B. No 3067 -0077 Expires May 31, 1993 l TITLE This certification is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation information for. Zones A1—A30, AE, AH, A (with BFE),V1— V30,VE, and V (with BFE) is required. Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign the certification. In the case of Zones AO and A (without a FEMA or community issued BFE), a building official, a property owner, or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8 - Distinguishing Features —If the certifier is unable to certify to breakaway /non- breakaway wall, enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Feature(s) not included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. I certify that the information in Sections B and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME HOWARD C. GAMBLE ADDRESS COMMENTS V. PRESIDENT 620 N.E. 126 Street SIGNATURE R\ ' @ November 15, 1996 PHONE (305) 891 -7340 Copies should be made of this Certificate for: 1) community official, 2) insurance agent/company, and 3) building owner. SECTION E CERTIFICATION CITY North Miami, LICENSE NUMBER (or Affix Seal) RLS 1683 State of Florida COMPANY NAME A. R. TOUSSAINT & ASSOCIATES, INC. STATE ZIP Florida 33161 A ZONES ON SLAB v ZONES WITH BASEMENT AWACENT •: GRADE ON PILES, PIERS. OR COLUMNS A V ZONES ZONES The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. Approved Inspection Log Barry University - National Center for Transportation Education and Research Permit # 3 .0/ 2 8 Address: 1/3 e» f Z 40 A/E: Contractor: XL C ®k' Type of Inspection: 2 S1,63 Comments: 4-7 ° '-T .0'• 4-l* ez Approved Date: ye - / 911 Permit # s A/E: Type of Inspection: ' o Comments: Address: Contractor: iB Approved By: � epic JC Date: 4 1— 9 ' 9 f 6 Permit # 3 ®/ > 6 Address: //3 a 7 ATE: Contractor: Imo® Type of Inspection: 6.- ,2Z0.‘,�� eoefre. Comments err Approved By: Date: Z3 Permit # `/ Address: A/E: Contractor: 5 4 J C cn -Q T ofe Pr o n: e .� Comment� Approved By: Permit # 3 e / ..)-8 Address: A/E: Contractor: Type of Inspection: 2 - /eeP J ' - err- e 5 ,9IzI) Comments: /1--e- v4/ eS L o ��d / ��� of a - 4 4,4 Approved By z, Date: t' r2' e ,tea° Permit # A/E: Type of Inspection: Comments Address: / / ?0 IJ 2 /IAa C.' Con ractog: 2/ Approved By: Date: Approved Inspection Log Barry University - National Center for Transportation Education and Research Permit # /x-di Address: / 3 e"c" A e 2 -0 e-- A/E: Contractor: --- -,Z G ® Type of Inspection: 3 A �! L ® co/2._ L 1 a— a ®G — Comments: 4° /5,--. fit/ 9 9®` , 't? .333 f' ,k-13 Date: r'. -/I7 P ' Approved By: Permit # A/E: Contractor: jz $ 4 ,ot Type of Inspection: per- Comments: 7 ) T� Approved By: Permit # Address: A/E: Contr ctor: Type of Ins ire Rd-PIT ®- j ,3 lG(; Comments: Permit # ' / �' 5 7 A/E: Type of Inspection: Comments: Approved By: Address: f/Y ® Date: c7siV Permit # Address: A/E: Contractor' Type of Inspection: Pt �e' / �� , ? Comments: 7/7/7 Approved By: Date: Permit # g 6 dL Address: /I 6-0 /v .2 4d/ A/E: Contractor: Type of Inspection: 4) bfrg 3 '�F ,' �- Comments: L3 4 Z / ,/, 7Th 72 'firer/0K' /JA k Address: y 415 ntractor: Date: , ik� g ivs, Approved Inspection Log Barry University - National Center for Transportation Education and Research Permit # 3e/2_ 8 Address: f/ 1Z' 0 /" 2 46 A/E: Contractor: �l e !® f Type of Inspection:Ae,oGo ,V1 , / 9!7 - - / ST „4.69®).- /ay— / Comments: 2 Pra- 7 ve'/L 3/z_ 1i 1.004 — 40' -Ce/I 7°'y Ra -IC 0-- 3 oa � 7 -.4°' Approved By: Date: // _rat Permit # sY & 08 Z. A/E: Type of Inspection: A1. Comments: 4 Approved By: Permit # Address: /)30 o Nee 0 1, 44 1lV A/E: Contractor: fr ij4 ,C' 1 Type of Inspection: Q ` L Saw ar _ , t . 9 Comments: Approved By: Permit # J 8 ®9 a- Address: / /63 o' I 6Z A/E: Contractor: Type of Inspection: �, ,r�..� ®...� �ti / Wi z Comments Comments: Permit # A/E: Type of Inspe ion: ??6,ee i 'AV— d s -' Approved By: Address: / / /c'® Contractor: Date: /9' \ //,‘,K Permit # Type of Inspection: Comments: Approved By: Address: // e3 0 0 /4C C � Contractor: e4 a Date: Address: // Contractor Ja' Date: /j����' Approved Inspection Log Barry University - National Center for Transportation Education and Research Permit # 3,09/_e A/E: Type of Inspection: ft1 Comments: IC Y left A. Approved By: P Address: /l) el a ' PO- Contractor: 17=71 e ®/" �- > 0/ 00 Ate Date: xi" 37l4, / p6 Permit # ¥ A/E: Type of Inspection:,;,.. , i Comments: Approved By: Address: /1,30 ® NE Contractor: Permit # 38 06 .Z. Address: ` /e3 Oo /(. X911/ A/E: Contractor: _kb.5 Type of Inspection: PL- &( anci- (g-1 —' � Comments: Approved Date: �G Permit # 3B 4?-8. Address: / /.3® 11// k - #0 ze' A/E: Contractor: c 0 <f°' - Type of Inspection: / s , ) G4.&'i2 V. . i 04- 0 427 Comments: 7Z 6"t V,4 ` e,,, Date: 2 L/ :9"5 Approved By: Permit # S � A/E: Type of Inspection: Comments: Ors 5 A e o9 72g- Approved By: / Address: ,/ 3 c 2 . ‘.-6 Contract e,, ,-" i i Date: /4/ Permit # 3 V / 8 Address: //A- c' A/E: Contractor: Z t'® Type of Inspection: ($'/ % G " ° � S/ Comments: / e a ® e K.A 2 e / Date: / • Approved Inspection Log Barry University - National Center for Transportation Education and Research Permit # e l A/E: Type of Inspection: Comments: ~� Approved By: Comments: Approved By Permit # 3 / 8 Address: A/E: Contractor: 2/ C® �-- Type of Inspection: `�®' �6— " — ��G d- ) Comments: r , ® '. Approved By: Date: Permit # -5g A/E: Type of Inspection: 4" Comments: Permit # "n / 8 Type of Insp "on: Address: _ Contractor: / )=I ,e L� �l6c -� / x- wz Date: O ‘ P,6 Address: Contractor: Date: Address: A/E: ��� 7 / v 7 v / u Contractor: ddd -re Date: AMU r.:10rAlir Permit # 3 ��� Address: A/E: Contractor: ' '/ A ' Type of Inspection: P/,‘ -'44 Imo Comments: 0- ' / C ® f Permit # 39/ (19 A/E: Type of Inspection: Comments: (5 Approved Date: / Address: Contractor: , 'J t2 F �!` % A �'� ■ Approved Inspection Log Barry University - National Center for Transportation Education and Research • • Permit # Address: A/E: Contractor: i it y ,€ Type of Inspection: VAC F L Comments: Approved By: Permit # A/E: Type of Inspection: Comments: Address: Contractor: Permit # A/E: Type of Inspection: Comments. Address: Contractor: Approved By: Date: Permit # A/E: Type of Inspection: Comments. Address: Contractor: Approved By: Date: Permit # A/E: Type of Inspection: Comments: Address: Contractor: Approved By: Date: Address: Contractor: Permit # A/E: Type of Inspection: Comments: Approved By: Date: TO Village of Miami Shores ATTN• Mr. Frank Lubien No. of Copies 1 set Special Inspector Logs STOBS BROS. CONSTRUCTION CO. 580 N.E. 92ND STREET, MIAMI SHORES, FLORIDA 33138 TELEPHONE: (305) 751 -1692 C.G.C. 011055 FAx No.: 757 -6564 DATE August 26, 1996 JOB Barry University Transportation Center We are forwarding to you: Herewith XX Under Separate Cover Shop Drawings Brochures Samples Letter /Copy Other Drawing No. Title FOR APPROVAL APPROVED FOR YOUR USE XX APPROVED AS NOTED FOR YOUR INFORMATION CORRECT & RESUBMIT REMARKS COPIES TO STOBS BROS. CONSTRUCTION CO. BY Carl R. Cox, Vice President 08/15/96 14:09 RODRIGUEZ&QUIROGA -+ 305+757 +6564 DONNELL, DUQUESNE & AU3AISA, P.A. NU MIEN CONSULTING ENGINEERS MI s -: cs;isi 11 11111 !III ; 4030 S.W. 74th Cr. MIAMI. FLOHIUA 33155 • (305) 866 -0711 FAX 6E8 -5259 August 15. 1996 ' 'Rodriguez and Quiroga Architects 4440 Ponce De Leon Boulevard Coral Gables, Florida 33146 Attention: Mr. Armando Trujillo, R.A. Reference: Barry University National Center For Transportation Education and Research Our Commission No. 9407 -0 Dear Mr. Trujillo: We hereby confirm that the above referenced structures were observed by us as the job progressed. The reinforcing steel placement was verified prior to any concrete pour and the structural load bearing components checked for compliance with approved contract documents and any changes thereof. Copies of all our field reports, outlining the approved and disapproved items inspected, were issued daily to the Contractor. Also, an inspection log describing the areas inspected and status of Inspection was maintained inside the Contractor's field office. We, therefore, can safely state that, To the best of our ability, knowledge and belief. the above referenced structures and all their load bearing components have been constructed in conformance with the approved documents and any clarifications. corrections or revisions to the drawings issued by the NE of Record'. In addition, we can also state that the shoring and reshoring for this project has been installed in accordance with the approved shoring and reshoring plans provided to us. Respectfully. k PED - O J. DUQUESNE, P.E. Vice President Special inspector 0 0077 UESNE & ALBAISA, PA. RNESTO G. WVNG. Associate NO. 158 002 Ramon R Donnell. RE Pedro J. Duquesne, PE. Aida M Albaisa. P.E. Associates: Ernesto G. Wong. PE_ Victor M. Chavez Remigio Palos INSP- DATE CONSTRUCTION PHASE WORK DESCRIPTION COMMENTS INSPECTOR'S SIGNATURE APPROVED REJECTED / / 7.D `�C Fo `� r t� �J �'' At oprf i ,J SH7.64e o�vofzK- 65 (.JCorviple � C . e /V72 Fcte+i 3. Prro ✓4 d'¢.. CericrtG yt. l r ` �-U. e.12e.S�P� -1 s-4 -54T ay <& Ca 5. S El° 4'L AttAt. iy, 940 . f,Ili 1174115 60,i®A�"4D) ft*L 4., ca. or F ouiJD k+t op gee-i F • s-N -ca-C 1 9K �t 0,evAll-024 PAT A2�c�A-. Eph.. PRr' b 1. rl ova 60442a B pi C 0157-.o1 �,,.t-t, . $ova 5rd-L 0") 6,(x'4 -de 3. K►at-e. +i Pit D X Csiv . O d 4 -/-v. 6 et444 ", a 11 ¢. -ru Tc-'1 l e}/ot/rJ`O /4'-T itv- i-oam ,,,,,44.c. bq 'f' ' •�ioaaVd e-f • cL• 44 s . gew► Doom, 4 i 1 � t b s) a ot,. 8 ON l G a/7 Zr 6 01 9( Fo�,,�o - i�,MLOW Ce. O� W4W T /O 2€ i P. 5: t..I t l � . RQ.rs l-r.• .e-4 01.4 41,AL o� OAS' -4 t Ida. �O �- p ot,r . d6 6.040 e(160,-7 El.evArA-04. Pao ,JF . S+re( /4vi f, 3 er (AfAi , PDD* . c W et � cobv.4.1 yrs Gol.v m,- (Z2cp St•.ea fro ►-., -� p o t� Fbe +i,I3, - h . vA pa 'S! d..& of SEGO n d- P. o . e A ' ? ' $roJ t L6... P 3" cr-ea - . cd oeye -.. 4; t SPECIAL INSPECTOR INSPECTION LOG FOR THRESHOLD BUILDINGS BARRY UNIVERSITY NATIONAL CENTER FOR PROJECT: TRANSPORTATION EDUCATION &"RESEARCHL,OCATION: 11300 N.E. 2nd AVENUE SPECIAL INSPECTOR NAME: PEDRO DUQUESNE, P.E. OWNER: BARRY UNIVERSITY All inspections performed by the Special Inspector under the above permit must be logged -in on the same day of the inspection on this form. A separate log is to be maintained for each building and must be displayed -in a convenient location on the site for reference by officials of the Building and Zoning Department. These completed log forms must be submitted to the Building Inspector upon the completion of the building. lea 146.4A - (4, 6 ..�G f{ - � f'iF 14 �j P IG-(9 L -7, 0/ n -7 N•'1 "I'4 P P P -V G - V i � Q - S b2 -4�,, a -1 PERMIT NO. 38082 CONTRACTOR: STOBS BROTHERS CONSTRUCTION INSP- DATE CONSTRUCTION PHASE WORK DESCRIPTION COMMENTS INSPECTOR'S SIGNATURE APPROVED REJECTED (o ItiC Co Lu m rsv Co LA, 4„ Ie,,JF• 51-44 .e a„, -foe ae F tin, -} and i rst de.. OF Se"cc..g> Moot- a E1 . A',r ?rovr Prvk Ar co in. Cdh/L _ S. QU . . Gdel ol.4,NE'5 C' -1, 14-1,,S-1 14-1, L -co I blq,6# Ga( , v nwS 4L.U ,3 LeiaF• s+ze.( -F 0P- FDz-f-t., - ti t,,1 oars) op S -ck peo 5 S Prov,� erAPAr-e.�� Co VOI . c., GU . 3 -C4.1.4)0,.-1 + 44. Co, 1 -44L ''. J -Noe (0i4 ! - 4 Cv., -ryf fr' / s (ft-ria . i , c+L'r. -hee". 1st T 5 rid.11^.e. U_jr - ;186S C c. re �6,✓f . 5 e ( ' - N / � . b v *. w Mt. 470 _)Ce V.1.121.1* - -ty 1 i 0//qtr Co t.. IA.“.4 s axe-6LX cat/ ` co•Jciel-E- V,// es" 7 a Lu,,r J fcik kk-000 40") o &i_- Db f ca c r v� 69-- / `�' 1'!s- G//7L..(! -n4w 4-'44.049 a Gp� 00 • Z 4. . � 1 .0 0•t - 413 6413V. /( i dfc ElovAivA 0 - 1 jZet,i 5 th S °G'3 Gf 4.,,1J5 rs-ttsSri eoL -+- ) -t-ie -s ot-r --'G -3 . 5"q/G4. 1 BARRY UNIVERSITY NATIONAL CENTER FOR PROJECT: TRANSPORTATION : EDUCATION &Y RESEARCH LOCATION: 11300 N.E. 2nd AVENUE PERMIT NO. 38082 SPECIAL INSPECTOR NAME: PEDRO DUQUESNE, P.E. l I� SPECIAL INSPECTOR INSPECTION LOG FOR THRESHOLD BUILDINGS OWNER: BARRY UNIVERSITY CONTRACTOR: STOBS BROTHERS CONSTRUCTION All inspections performed by the Special Inspector under the above permit must be logged -in on the same day of the inspection on this form. A separate log is to be maintained for each building and must be displayed. in a convenient location on the site for reference by officials of the Building and Zoning Department. These completed log forms must be submitted to the Building Inspector upon the completion of the building. 2 INSP DATE CONSTRUCTION PHASE WORK DESCRIPTION COMMENTS INSPECTOR'S SIGNATURE APPROVED REJECTED i i Sic ,, CLEt�Jt • `-P. - Flog ea,A4 �'. ,j- qulehvj t e. s w -�'`e- (mod O 5 � � L 1 . � / � � — 11, ) APi oh-'m m r � 3 - ,/ / d �-t- ivy (w2— d' f'1 G� .� � 5 . 4 -to ' o _ 34—. 4f4s m 4 24( iC '. ee t -cr-z» �p �j 6 F / Fncaf � rn s , —I a t6Lcovne.1 Re t» F • St - �e.L A7 °V vn s, de, c (= sia/. —.4. ,.,: . ek y m, , B ? w e- '+'°-"z- CS W (14- ( ,„ . y - GK�j� 11 L 4 L.' in) and � i;:,,,(4/, fe r / % ' ' j / 1, r4 l t A -It. 14 ° 3 ` lnc ° .3 61-;1 ,--*-' °{ -oat. • . 5 O -.ci✓1 C Pa(-1'' 1 c vt 0 1 Bt 6 , Go[. + - Co & 6 2) ne ea GWKmr & till l,4 &Id (i R P PI . , S. 3, ?jE 60100.1.4 v�. d (1,,,,,_, v h .,,,pE 4-) GolUn� �ge 4, . 37)1 4. c45 ' . -1 _ . , S . W96 gam gem- she -Ow 4 6941 -t- ,J G , ,k) o - '`'M w4L (-- J lto tr, ��/ , pf . '7') , , t( gl - tai Foe. ew - l (.d/ akto r & w 3 9 v� I1 1 a� i s r #1 11'41 � tu��t ) 4 r Lo up ea 1-&s. 1 1r l.cw C t it ch a(60 z S 4 1 BARRY UNIVERSITY NATIONAL CENTER FOR PROJECT: TRANSPORTATION EDUCATION & ".RESEARCAI,OCATION• 11300 N.E. 2nd AVENUE PERMIT NO. 38082 SPECIAL INSPECTOR NAME: PEDRO DUQUESNE, P.E. SPECIAL INSPECTOR INSPECTION LOG FOR THRESHOLD BUILDINGS OWNER: BARRY UNIVERSITY CONTRACTOR: STOBS BROTHERS CONSTRUCTION All inspections performed by the Special Inspector under the above permit must be logged -in on the same day of the inspection on this form. A separate log is to be maintained for each building and must be displayed. in a convenient location on the site for reference by officials of the Building and Zoning Department. These completed log forms must be submitted to the Building Inspector upon the completion of the building. INSP- DATE CONSTRUCTION PHASE WORK DESCRIPTION COMMENTS INSPECTOR'S SIGNATURE APPROVED REJECTED Iz l q(p z 2 . 2 4, 2P -2S 6- 0 ' 4,,.. 1- S . (.1 sle - - ��d��a.� C4,3c4° . po •Or WI rg- - r`d,J - tom (•JoI ,J6 e �, 4- 4z3�e c , /� 1 1 1 49 10 6030 Gcorw untry s t. .AG . s p 4:409490, 04644.744z z.. s tag 3 r"414.44. /�..5 bv`t .¢�c.. . p, .►' g • �'•4 j. Z'/C7t0 Co,1C.. g1.JC.k-- 005 • s stag �-ca c..0c4,ck„Cell Fog sw .z 0 664-4 AZ' S4042101 e. STA-ie #2 ®BS ft 4 2 - Can.cet2le_? , A- 124(0 s1400 rsiD. 2 1 prine - iA- -1-z e. a te•.. ,ter. et. ev . -rz4 41/14' e,ssArwlvc 44 ai1Are e..4- . ,�� / W l V 0 c � /}� p V (/ N t tom' 'i -e ( Fox. ?r.2 a -.. 11- e � ,ij . +.2 (9 5 °' (o" f ®� is �d����14. r/. - Po 411 • �i r h - ,Vbk 5 - 1A-t Q if • 5 tee � Foe.", +oe eF w-4 (.4,011.4- - (o Gam,.. +- Li`- 0'f-L" 005-411404 414., -can • Avg. /29/916 i* rQ s [{ / mAjiii St'a toe- A,+., ,D p ,Q ,C gA a F-,AMS � WI of oc- 43mouNiA. tcf ND w s1c.Ntzb 4 SEATO ovscs rf9R Sl4"eil"o. B4,4h4S . c�K (6 / 14 2 �'� 1�& / 6 1, - C , JC-. SUb.f�► 104.4 f / t ,��o s p � w•,A,s . f G ' ZA(0 et,Lov, Re,J • 4+&' 4 mo se-cowm Pt.. -to atJadevic4e, Cir -7 Pc4oe Ar 41( 7 -, t. . SteirA SPECIAL INSPECTOR NAME: PEDRO DUQUESNE, P.E. SPECIAL INSPECTOR INSPECTION LOG FOR THRESHOLD BUILDINGS BARRY UNIVERSITY NATIONAL CENTER FOR PROJECT: TRANSPORTATION EDUCATION 11300 N.E. 2nd AVENUE OWNER: BARRY UNIVERSITY PERMIT NO. 38082 CONTRACTOR: STOBS BROTHERS CONSTRUCTION All inspections performed by the Special Inspector under the above permit must be logged -in on the same day of the inspection on this form. A separate log is to be maintained for each building and must be displayed -in a convenient location on the site for reference by officials of the Building and Zoning Department. These completed log forms must be submitted to the Building Inspector upon the completion of the building. INSP- C CONSTRUCTION PHASE W WORK DESCRIPTION C COMMENTS INSPECTOR'S SIGNATURE APPROVED R REJECTED '45/ � Sege • 51? i 5 4rt 7,8 - W frT �� L LV " " p Ft- F� TC- re_- a -re-3 f #3 = 7 7 GtetT died pis �?.� / 4 G .v.� S 4 4ata C� � • St-uf fw.... sew,,. d -fn vr c�-rs i a.e., i C 6+ v✓A-rsZ. $ *- ,.- g r fj 3 (A C- ` - ef/ v *9116 G � v..,1 � �tav4U - Di£� f 4 , 1gbeo c c Li. s v GoLiAn,3 pig S+ - F-v, -. Secandd pi•ooe -}o 5 /%4114 .4es i. 8 - F,, 7.3 °F117-1-,4° -I'B y4i 3.7- L- • V V't/ SPECIAL INSPECTOR INSPECTION LOG FOR THRESHOLD BUILDINGS BARRY UNIVERSITY NATIONAL CENTER FOR PROJECT: TRANSPORTATION :EDUCATION Se RESEARCH LOCATION: 11300 N.E. 2nd AVENUE PERMIT NO. 38082 SPECIAL INSPECTOR NAME: PEDRO DUQUESNE, P.E. OWNER: BARRY UNIVERSITY CONTRACTOR: STOBS BROTHERS CONSTRUCTION All inspections performed by the Special Inspector under the above permit must be logged -in on the same day of the inspection on this form. A separate log is to be maintained for each building and must be displayed -in a convenient location on the site for reference by officials of the Building and Zoning Department. These completed log forms must be submitted to the Building Inspector upon the completion of the building. 5 INSP- DATE CONSTRUCTION PHASE WORK DESCRIPTION COMMENTS INSPECTOR'S SIGNATURE APPROVED REJECTED �v l r(0 , '7 No . i avotha. LOW0 46 ft . - rW. 3 14 1 vta /w/Ofr SECorikD Pto- 1. geinte. Oicegi re.--7c f ir 0 ddj,,1 x P Z • T#P-ec ?c I p.ei.oF, s-i e� Ate 5 No .2. oaroar ict - vcli"4i o-F .¢. cd1.� -i., ( V3 i )9 J 0 5 a e.- �,r o a P z' „ 9 `�.t s 4 s 4~ eur. �I f7 5 ?,4c P N e.. 2 6 d -Ft) ° s - & -1 2, 54.71 -1 P O v2. . 4 . 5 7 A - 1 (7.12 IJP. 5I - e d P - 0 A . . . . 5 � o r . P1-00/1-. l.. Atea, 6 � E[Ato . x•-44 L1 / /Z J / 19 0 Theo F -(OVJL /.-.38 —13: eiwAsc'r t , rA'P 5 CI,J6 Z-" 3Y Y/ J ' v 112/1 ^dL 7 1551/.] ti. C .'�1/, 144i PO. fllz, (644-2-.-- (11-6- • ; L [ /q -r 3.38 3 : cO G-r� st sR4e.,,.►y /4.7 / l ��`l � 1(�0 ' 7?-6.42'a 7?-6.42'a Feria- .i Q C ,3 I24 /r _ t 7 v �o4 ,J is r= 7? ' pe, Mo a¢ 5/ bbewrr� OF 5-�� -c� d c,0 -A-s .,,Lt. �� 7"tf t � � L 15,4"4 AF- Tt o FtotLe. 5 1?ei , sheer J s i wr �A ® ' 0,„ P OL1C • 4•e cam cr, e lL' � / / /�j I T/t II2 t.. c ,,,,A4 1Zec.JF- 5 ,TH.0Ro Fc,a -po u ,d¢. T �. / ' • c.41-0-7, tri I - *Lan ` a a../ Tc. 3 t1Tc- cel. ✓.,,,.p 441 5aa 14% WF��,TC -3 a t TG`Z CpL.rH,,J A47 Nor w4-. • ,i144/. 3, 3� 3 3. BARRY UNIVERSITY NATIONAL CENTER FOR PROJECT: TRANSPORTATION _ EDUCATION & "RESEARCH LOCATION: 11300 N.E. 2nd AVENUE PERMIT NO. 38082 SPECIAL INSPECTOR NAME: PEDRO DUQUESNE, P.E. SPECIAL INSPECTOR INSPECTION LOG FOR THRESHOLD BUILDINGS OWNER: BARRY UNIVERSITY CONTRACTOR: STOBS BROTHERS CONSTRUCTION All inspections performed by the Special Inspector under the above permit must be logged -in on the same day of the inspection on this form. A separate log is to be maintained for each building and must be displayed_in a convenient location on the site for reference by officials of the Building and Zoning Department. These completed log forms must be submitted to the Building Inspector upon the completion of the building. 67. INSP- DATE CONSTRUCTION PHASE WORK DESCRIPTION COMMENTS INSPECTOR'S SIGNATURE APPROVED REJECTED L 0 - T'i+12� P�Lza(. cow.w r 2E»JP • s'F -.e.¢ f 'ro►. ,. -Yli i r- d r4-0 0g. +D - v,4 oArS d,.¢,. or R-D u F B 0-1-,,,s A2 rs ct3 i "-e• 1-17. - 7 -H 1 4:o - 6 0 ) S -G7) ¢ -!2 4 4 -T K S °i �z,� 4,1 - 441,6 Ate Ptak- ce0 iitit-itioarior 440 iwuC 1 =3,f, el Ye; gP6: ti /y, 61- 4-4; o °4,•-c- AP ve (490 l /1 , 7" W F (POL. c A 4 414, 4a t / ,,C� . 14 -4- �' 51— _/ p P ,, el" a)'` -. / i . 5 6 � ii ÷L.... ;3J w , / ! gi 4 & 7- s 1-S A) eJ ,, �, b iz Fi & 3' Thor e ,, re ../ s -f ¢ 3 -r- rl /./ 3 r., 3 ¢ 9 =V ee,a r...- S'. t .to,, ;7_ ,• •-. -M� �v► ��` -� - 1 •,,,, - �,,+•ssi, 1.04....7.. 6 - .L. rza - 3 - re- t p Si- 4.r'rvp• �, @ h L ze ntvt k aN ,per vch L Ards*• 067. s ego --J z : re -sP� 5 4 (-c -1 : i,-. -t-ut Si- pl .ra. � merit � SPECIAL INSPECTOR NAME: PEDRO DUQUESNE, P.E. SPECIAL INSPECTOR INSPECTION LOG FOR THRESHOLD BUILDINGS BARRY UNIVERSITY NATIONAL CENTER FOR PROJECT: TRANSPORTATION EDUCATION &iRESEARCHLOCATION: 11300 N.E. 2nd AVENUE PERMIT NO. 38082 OWNER: BARRY UNIVERSITY 1. x rr CONTRACTOR: STOBS BROTHERS CONSTRUCTION All inspections performed by the Special Inspector under the above permit must be logged -in on the same day of the inspection on this form. A separate log is to be maintained for each building and must be displayed. in a convenient location on the site for reference by officials of the Building and Zoning Department. These completed log forms must be submitted to the Building Inspector upon the completion of the building. " Aa. 1 .• INSP- I CONSTRUCTION PHASE � WORK DESCRIPTION C COMMENTS A INSPECTOR'S SIGNATURE APPROVED R REJECTED I t ola tP t t,F- SCE s �� W izolpp 5t-ea 15 i cc7►4 ' . . �t L ' ''o S � �5t T�-c, S P P mss$, 1-j�, 111190 R Rou tv = = s sz repaii aeard 4.11119 k7 5 5o,J v 2 C Cl Re,, �. sue( 4A D A7'2d v'- - OP�i" C3 4 BARRY UNIVERSITY NATIONAL CENTER FOR PROJECT: TRANSPORTATION: EDUCATION &". :RESEARCHI,OCATION: 11300 N.E. 2nd AVENUE SPECIAL INSPECTOR NAME: PEDRO DUQUESNE, P.E. SPECIAL INSPECTOR INSPECTION LOG FOR THRESHOLD BUILDINGS OWNER: BARRY UNIVERSITY PERMIT NO. 38082 CONTRACTOR: STOBS BROTHERS CONSTRUCTION All inspections performed by the Special Inspector under the above permit must be logged -in on the same day of the inspection on this form. A separate log is to be maintained for each building and must be displayed.in a convenient location on the site . for reference by officials of the Building and Zoning Department. These completed log forms must be submitted to the Building Inspector upon the completion of the building. INSP- DATE CONSTRUCTION PHASE WORK DESCRIPTION COMMENTS INSPECTOR'S SIGNATURE APPROVED REJECTED 1 2 v P / i - o - oI e'LS loiS rs • ✓Lo /. ..t5s/.J 4 - .c 2. 8rLd,si"rt, ,b 4 ftr a PregVtle471L4=5544. 3 . w& 8 us24 -14.(14, Dge.r___ GU. . 9 0 0 b /a' lv A-t f Tom[ .� vZs . rY��G � 1. /A -4-�. Y i3 g , 1 1 4s ue,d R3g_ r10 N - 800r0-444 r C P� C.g (.441�C.. t' C. - 8. - .. 15_� ,. . . 73 ) riirtz-® FT3 0 N®.) - ,pe rt ,rce a- 6e ,,, f /, AF, 5+ 7. 4' A v / 5:C4NY 1- Nnr) - �7 q'... 6 gw —z. (4,, ter , - 5 h.ea�( Atm/ q LIa'La.,.e., F r w.i issr" 6 - `I ct / r 4* _ ' - J (/ o 1I je 5er,0„ a F4-0,42- ma� - et b-r 6% Z lecieJF. (537 = e wv9t,c -ea R'Lon 5r- . JA,, .4.4 F !I v )44.. -wcgo PLvaCL N0r) - 5ePa`g4, r 6 6� , oZ !wMIA- AW + ' 5ri -e.. F, ‘-iLr/r ( ( 5 / l', G 2 0 ,.) , v o r-e-og-- nrafJ -'t3 b w.[-C. -+Ia - 8__.,.. R�.rnc 1 c epele7,4b.-1.4 L- “6 (7 k 4 Pt i ',Poo- f 4 K lz¢.14.1 s , lockali..+e F ,4 9 yrvd l� ne . 3s� d F� . , 62 G BARRY UNIVERSITY NATIONAL CENTER FOR PROJECT: TRANSPORTATION EDUCATION & °.:RESEARCHIOCATION: 11300 N.E. 2nd AVENUE PERMIT NO. 38082 SPECIAL INSPECTOR NAME: PEDRO DUQUESNE, P.E. SPECIAL INSPECTOR INSPECTION LOG FOR THRESHOLD BUILDINGS OWNER: BARRY UNIVERSITY CONTRACTOR: STOBS BROTHERS CONSTRUCTION All inspections performed by the Special Inspector under the above permit must be logged -in on the same day of the inspection on this form. A separate log is to be maintained for each building and must be displayed. in a convenient location on the site for reference by officials of the Building and Zoning Department. These completed log forms must be submitted to the Building Inspector upon the completion of the building. 1 „JUN -07 -95 WED 10:47 SEILER_&_ KELL I��II�����1{ ��I� I�Fi����1{ ��i���3��1���1 1111,1#510i11211.01510911111111 1111 1, of 1 19950518125 Page. METROPOLITAN DADE COUNTY, FLORIDA METROOADE Issued Date: 17- MAY --1995 Expiration Date: 15 -AUG -1995 MR GEORGE R SEILER RODRIGUEZ AND QUIRIGA ARCHITECTS 4440 PONCE DE LEON BLVD. CORAL GABLES, FL 33146 Fax- Tel- 448 -7417 RE: Sewer System Treatment and Transmission Capacity Certification Dear MR SEILER: The Dade County Department of Environmental Resources Management (DERM) has received your application for approval of a sewer service connection to serve the following project which is more specifically described in the attached project summary. Project Name: BARRY UNIVERSITY NATIONAL CENTER Project Location: 11300 NE 2 AVE MIAMI SHORES Proposed Use 24,000 SF CLASSROOM /OFFICE Previous Flow: 0 GPD Calculated Sewage Flow: 2400 GPD Sewer Utility: PRIVATE Receiving Pump Station: 99 -00050 DERM has evaluated your request in accordance with the terms and conditions set forth in Paragraph 16 C of the First Partial Consent Decree (CASE NO. 93 -1109 CIV-- MORENO) between the United States of America and Metropolitan Dade County. DERM hereby certifies that adequate treatment and transmission capacity, as herein defined, is available for the above described project. Please be aware that this certification is subject to the terms and conditions set forth in the Sewer Service Connection Affidavit filed by the applicant, a copy of which is hereby attached. By copy of this certification we are advising the appropiate building official of our Department's determination. Sincerely, John W. Renf row, P.E. Director Department of Environmental Resources Management fast -It' brand fax transmittal memo 7671 305 822 9539 By: Vicette E. Arrebola, P.E. Chie , Water & Sewer Division Attachements (2) P. 01 1 8' ENVIRONMENTAL RESOURCES MANAGEMENT WATER AND SEWER DIVISION 33 5 W 2nd AVENUE SUPrE 544 MIAMI, FLORIDA 33130.1540 {305) 372 -8500 • cc: Building Official (w /Attachm I[0,1 Utility Official (w /Project Summary Attachment) c • JUN -07 -95 WED 10:47 SEILER_ &_KELLER 305 822 9539 P.02 Date: 05 -18 -1995 Page: Applicant's Name: MR GEORGE R SEILER Applicant's Address: 4440 PONCE DE LEON BLVD. DERM Number: 1995 - 0518-1250 -3981 Project: BARRY UNIVERSITY NATIONAL CENTER 11300 NE 2 AVE Proposed Use: 24,000 SF CLASSROOM /OFFICE Pump Station: 99 -00050 Allocated flows: Projected NAPOT: 1.26 (HR) # Folio Lot Block Flow (GPD) 1 11- 2136 - 000 -0050 2400 2400 (GPD) "JFEEa FCESS• TACT DADE COUNTY BUILDING AND - OWING DEPARTMENT 8N2M1502 ME lORMITAN4DkDE COUNTY PAGE 1 Y UNIVERSITY /NCTER BLDG ADDS 11300 NE 2 AVE TOTAL FEE DUE 476.8 ES FEE UNIT DATE "PE CODE FEE DESCRIPTION UNITS DESC FEE AMOUNT PAID ISE F001 NEW BLDG OR ADDITIONS 24000 SQ FT Z.Z8.00 5/16/9, RE F006 ALTERATIONS & REPAIRS TO 6LDGS' 100000 $ 9E.30 5/16/9, RE F016 ALARM ACCEPTANCE TEST 1 TEST 150.00 5/1¢/9"- PF9 = MOD PLAN REV PFS - PAGE PF4 = ADD PERM FEE .T SCREEN NEXT 1EY REST= APPLICATION ISSUED, NO FEES TO COLLECT 34 5856 001 051695 000047680 I�Ik �'RS�•bA ®E SCAPL DADE COUNTY BUILDING AND ZONING DEPARTMENT BNZM1142 ADD MISCELLANEOUS APPLICATION PAGE 1 'LICATION DATE 05/05/ #998 PROCESS NU. X95111891 TACT NAME BARRY UNIVERSITY/NCTER BLDG SUB TOTAL $476.3 ADDRESS 11300 NE 2 AVE CITY MIAMI SHORES .. :_ ; :STATE FL ,ZIP 33161 PHONE 8 9035Z COUNTY AGENCY USER . VEE'DESCRIPTIO i ID NEPI BLDG OR = ODIT"I +DNS F;LW .ALTERATIONS a. .R'EP'AIRS T H .RLM ALARM ACCEPTANCE ACCEPTANCE: TEST , : RL14 LES FEE UNIT PE CODE .UNITS DESC E F001 ,24000 SO FT: E F006 100000. $ E F016 1 TEST: 2 UPDATE T SCREEN APPLICATION METROPOLITAN DADE COUNTY NEXT KEY ACCEPTED .. .ENTER NEXT REY ` ; TO CONTINUE PAID FEE IND 228.00 98.80 150.00 PF9 ID MOD MISC APL Editing Record 382 of 382 Enter DATE *_ 107.Q7.17A ielnouminlAYAT. wT TO: Fraga Engineers DATE: March 23, 1995 SUBJECT: Water Flow Test Results Be Barry University FROM: iT. id. Ra nano,.:: Chief Fire Engineering and Water Supply Brea DATE: 17- Mar -95 BY: CAPT GURDACK IN 17- Mar -95 11:09 AM Z 0 a MEMORANDUM Z OOM LOCATION: NE 115 ST & N MIA AV FEE: $ 140 FIRE HYDRANT TEST RESULTS: STATIC PRESSURE... 60 psi. PITOT PRESSURE 2.5 ".... psi. PITOT PRESSURE 2 *2.5 ".... 40 psi. RESIDUAL PRESSURE. 54 psi. PITOT PRESSURE 4- i /2 ".... pSi. TOTAL TEST FLOW 2122.5 gpm. AVAILABLE FLOW @ 20 psi 5912.3 gpm. SPX STATIC 55 psi. SPRINKLER SYSTEM TEST RESULTS: SPK RESIDUAL 49 psi. SPX FLOW 1922 gpm. COMMENTS: STATION 30 /BARRY UNIVERSITY CALC CAPS IRE FLOW TEST F0. t OMB 311I UW* w'v 9 = 60 56 "EZ 00 BBBMIITICALCBEATADNNOHR3112HFt ** 04 -15 -1995 BARRY UNIVERSITY NATIONAL CENTER FOR TRANSPORTATION SBQONMPEEOOR CALCS DESIGN BASIS -LIGHT HAZARD CALCULATED AREA -1500 SQ. FT. PLUS WATER CURTAIN FLOW TEST RESULTS Water Supply STATIC 55.00 PSI RESIDUAL 49.00 PSI @ 1922.00 GPM CITY PRESSURE AVAILABLE AT 499.6 GPM 54.50 PSI SPR 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 •.220 SUMMARY OF SPRINKLER OUTFLOWS ACTUAL FLOW 18.00 18.55 19.07 20.13 20.98 19.46 20.04 20.58 22.03 20.62 19.80 20.72 20.56 19.16 21.09 19.39 19.94 20.58 20.01 18.90 MINIMUM FLOW K- FACTOR PRESSURE 18.00 5.60 10.33 18.00 5.60 10.98 18.00 5.60 11.59 18.00 5.60 12.93 18.00 5.60 14.04 18.00 5.60 12.08 18.00 5.60 12.80 18.00 5.60 13.51 18.00 5.60 15.47 18.00 5.60 13.55 18.00 5.60 , 12.50 18.00 5.60 13.69 18.00 5.60 13.48 18.00 5.60 11.71 18.00 5.60 14.18 18.00 5.60 11.99 18.00 5.60 12.68 18.00 5.60 13.50 18.00 5.60 12.77 18.00; 5.60 11.39 'TOTAL WATER REQUIRED FOR SYSTEM OUTFLOWS AT 13 OUTSIDE HOSE STREAMS AT 0 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY IN PIPES 399.62 GPM 50.00 GPM 50.00 GPM 499.62 GPM 44.90 PSI 0.09 PSI 15.25 FPS 04 -15 -1995 PAGE 1 t t SUBMITTAL SERIAL NO:2352HY1 BARRY UNIVERSITY NATIONAL CENTER FOR TRANSPORTATION SECOND CALCS DESIGN BASIS -LIGHT HAZARD CALCULATED AREA -1500 SQ. FT. PLUS WATER CURTAIN FROM TO FLOW DIAM GPM IN 202 201 1.049 Q 18.00 203 202D0 18.55 1.380 Q 36.55 204 203D0 19.07 1.380 Q 55.62 207 206 1.049 Q 19.46 BN 208 207D0 20.04 1.380 BN 29 208DQ 20.58 1.380 Q - 60.08 BN 19 29 1.610 BN Q 39.50 Q 60.08 219 220 , 1.049 Q 18.90 BN 28 219DQ 20.01 1.380 Q 38.91 BN L F =0 F BN C120 T L F =0 F BN C120 T L F =0 F BN C120 T 205 204DQ 20.13 1.610 L Q 75.76 F =0 F BN C120 T 20 205D0 20.98 1.610 L Q 96.74 F =E F BN C120 T L F =0 F C120 T F =0 F C120 T L F =0 F C120 T F =E F C120 T L F =0 F C120 T F =T F C120 T EQUIV LENGTH Ft P -LOSS PIPE PSI /Ft 6.00 0.1071 PT 0.00 PE 6.00 PF 6.00 0.1044 PT 0.00 PE 6.00 PF 6.00 0.2271 PT 0.00 PE 6.00 PF 6.00 0.1898 PT 0.00 PE 6.00 PF 6.00 0.2984 PT 4.00 PE 10.00 PF PT 6.00 0.1237 PT 0.00 PE 6.00 PF 6.00 0.2619 PT 0.00 PE 6.00 PF 12.00 0.1236 PT 4.00 PE 16.00 PF PT 12.00 0.1172 P'1 0.00 PE 12.00 PF 12.00 0.1173 PT 6.00 PE 18.00 PF PT 04 -15 -1995 PAGE 2 PRESSURE SUMMARY PSI 10.33 (201) 0.00 0.64 10.97 (202) 0.00 0.63 11.60 (203) 0.00 1.36 12.96 (204) 0.00 1.14 14.10 (205) 0.00 2.98 17.08 ( 20) 12.08 (206) 0.00 0.74 6.00 0.1205 PT 12.82 (207) 0.00 PE 0.00 6.00 PF 0.72 13.54 (208) 0.00 1.57 15.11 ( 29) 0.00 1.98 17.09 ( 19) 11.39 (220) 0.00 1.41 12.80 (219) 0.00 2.1 14.91 SUBMITTAL SERIAL NO:2352HY1 BARRY UNIVERSITY NATIONAL CENTER FOR TRANSPORTATION SECOND CALCS DESIGN BASIS -LIGHT HAZARD CALCULATED AREA -1500 SQ. FT. PLUS WATER CURTAIN FROM TO FLOW DIAM 28 218 18 28DQ 38.91 1.610 Q 59.49 F =T /T F NR C120 T 24 217 24 216 25 214 Q 20.58 Q 19.94 Q 19.39 215 24DQ 19.94 1.380 L Q 39.33 F =0 F BN C120 T 17 215D0 21.09 1.610 L Q 60.42 F =T,E F BN C120 T Q 19.16 25 213 Q 20.56 GPM IN 26 25DQ 19.16 1.380 Q 39.72 BN 26 212 Q 20.72 1.049 L F =T F BN C120 T 1.049 F =0 F BN C120 T 1.049 L F =T F BN C120 T 1.049 L F =T F BN C120 T 1.049 L F =T F BN C120 T L F =0 F C120 T 1.049 L F =T F BN C120 T EQUIV P -LOSS LENGTH PIPE Ft PSI /Ft 5.00 0.1371 PT 5.00 PE 10.00 PF L 0.50 0.1214 PT 16.00 PE 16.50 PF PT 4.00 0.1295 PT 0.00 PE 4.00 PF PT 5.00 0.1229 PT 5.00 PE 10.00 PF 8.50 0.1196 PT 0.00 PE 8.50 PF 12.0b 0.1249 PT 12.00 PE 24.00 PF PT 18.00 0.1202 PT 5.00 PE 23.00 PF PT 2.00 0.1370 PT 5.00 PE 7.00 PF 04 -15 -1995 PAGE 3 PRESSURE SUMMARY PSI 13.50 (218) 0.00 1.37 14.87 ( 28) 0.22 2.00 17.09 ( 18) 12.68 (217) 0.00 0.52 13.20 ( 24) 11.99 (216) 0.00 1.23 13.22 ( 24) 0.00 1.02 14.24 (215) 0.00 3.00 17.24 ( 17) 11.71 (214) 0.00 2.76 14.47 ( 25) 13.48 (213) 0.00 0.96 7.00 0.1218 PT,, 14.44 ( 25) 0.00 PB' 0.00 7.00 PF 0.85 PT 15.29 ( 26) 6.50 0.1389 PT 13.69 (212) 5.00 PE 0.00 11.50 PF 1.60 SUBMITTAL SERIAL N0:2352HY1 BARRY UNIVERSITY NATIONAL CENTER FOR TRANSPORTATION SECOND "FLOOR CALCS DESIGN BASIS -LIGHT HAZARD CALCULATED AREA -1500 SQ. FT. PLUS WATER CURTAIN ' FROM TO 16 26DQ Q 27 211 27 210 209 271340 19.80 1.380 Q 40.42 BN 19 20 39.72 1.610 L 60.44 F =T,E F BN C120 T Q 19.80 Q 20.62 Q 96.74 FLOW DIAM GPM IN 1.049 1.049 4.026 17 18DQ 59.49 4.260 Q 216.31 FM 16 17DQ 60.42 4.260 Q 276.73 L F =8 F BN C120 T L F =T F BN C120 T L F =0 F C120 T 15 209DQ 22.03 1.610 L Q 62.45 F =T,B F BN C120 T L F =0 F FM C120 T 18 19DQ 60.08 4.026 L Q 156.82 F =0 F FM C120 T L F =0 F C120 T L F =0 F FM C120 T 15 16DQ 60.44 4.260 L Q 337.17 F =0 F FM C120 T 13 15DQ 62.45 4.260 L Q 399: 62 F =GV,4E F FM C120 T EQUIV P -LOSS LENGTH PIPE Ft PSI /Ft 5.00 0.1250 PT 12.00 PE 17.00 PF PT 15.00 0.1278 PT 2.00 PE 17.00 PF PT 3.00 0.1377 PT 5.00 PE 8.00 PF 7.00 0.1258 PT 0.00 PE 7.00 PF 4.00 0.1328 PT 12.00 PE 16.00 PF PT 3.00 0.0034 PT 0.00 PE 3.00 PF 4.00 0.0084 PT 0.00 PE 4.00 PF 9.00 0.0116 PT 0.00 PE 9.00 PF 04-15-1995 PAGE 4 PRESSURE SUMMARY PSI 15.29 ( 26) 0.00 2.13 17.42 ( 16) 12.50 (211) 0.00 2.17 14.67 ( 27) 13.55 (210) 0.00 1.10 14.65 ( 27) 0.00 0.88 15.53 (209) 0.00 2.12 17.65 ( 15) 17.09 ( 20) 0.00 0.01 17.10 ( 19) 0.00 0.03 17.13 ( 18) 0.00 0.10 12.00 0.0182 PT 17.23 ( 17) 0.00 PE 0.00 12.00 PF,,,, 0.22 9.00 0.0263 PT 0.00 PE 9.00 PF 72.00 0.0360 PT 42.00 PE 114.00 P 17.45 ( 16) 0.00 0.24 17.69 ( 0.00 4.10 SUBMITTAL SERIAL NO:2352HY1 BARRY UNIVERSITY NATIONAL CENTER FOR TRANSPORTATIQN SECOND FLOOR CALCS DESIGN BASIS -LIGHT HAZARD CALCULATED AREA -1500 SQ. FT. PLUS WATER CURTAIN FROM TO FLOW GPM DIAM IN 12 13DQ 50.00 4.260 L Q 449.62 F =0 F FM C120 T 11 12 4.260 L Q 449.62 F =T F FM C120 T 2 11 4.260 L Q 449.62 F =E,T F FM C120 T 1 2 4.260 L Q 449.62 F =2E F FM C120 T 0 1 6.400 L Q 449.62 F =GV,3E F UN C140 T MAXIMUM PRESSURE UNBALANCE IN LOOPS kAXIMUM VELOCITY IN PIPES 04 -15 -1995 PAGE 5 EQUIV P -LOSS PRESSURE LENGTH PIPE SUMMARY Ft PSI /Ft PSI 13.00 0.0448 PT 21.79 ( 13) 0.00 PE 5.63 13.00 PF 0.58 22.00 0.0448 PT 28.00 ( 12) 20.00 PE 0.00 42.00 PF 1.88 8.00 0.0448 PT 29.88 ( 11) 30.00 PE 0.00 38.00 PF 1.70 19.00 0.0448 PT 31.58 ( 2) 20.00 PE 8.23 39.00 PF 1.75 210.00 0.0046 PT 41.56 ( 1) 40.00 PE 2.17 250.00 PF 1.15 0.09 PSI 15.25 FPS PT 44.88 ( 0) 125 120 115 110 105 100 95 90 85 80 75 —^, 70 65 ir 60 55• 50 45 40 35 30 25 20 15 10 5 0 250 500 1=1f- 11-CFCY UR1 -L 1 Y SIGMA DYNAMICS CORP. 750 1000 1250 System Demand_. Sprinkler Demand 43.52 PSI @ 399.62 GPM Additional Flows 50.00 GPM ose at Source 50.00 GPM Total Demand 44.90 PSI @ 499.62 GPM 1500 1750 Water Flow (GPM) 7 700 Supply / Demand Graph 2000 2250 Margin Pressure 9.60 PSI Flow 2046.36 GPM Water Supply.. Static 55.00 PSI Residual 49.00 PSI @ 1922.00 GPM Elevation 0.00 PSI N 1.85 2500 k • . SUBMITTAL SERIAL NO:2352HY1 BARRY UNIVERSITY NATIONAL CENTER FOR TRANSPORTATION THIRD FLOOR CALCS DESIGN BASIS -LIGHT HAZARD CALCULATED AREA -1500 SQ. FT. CITY PRESSURE AVAILABLE AT 308.3 GPM 54.80 PSI SPR 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 FLOW TEST RESULTS Water Supply STATIC 55.00 PSI RESIDUAL 49.00 PSI @ 1922.00 GPM SUMMARY OF SPRINKLER OUTFLOWS ACTUAL FLOW 17.71 18.23 17.40 16.17 16.00 17.00 17.83 18.10 17.35 16.23 17.42 18.26 17.65 16.90 16.10 TOTAL WATER REQUIRED FOR SYSTEM OUTSIDE HOSE STREAMS AT 0 :TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY IN PIPES MINIMUM FLOW K- FACTOR PRESSURE 16.00 5.60 10.01 16.00 5.60 10.60 16.00 5.60 9.65 16.00 5.60 8.34 16.00 5.60 8.16 16.00 5.60 9.21 16.00 5.60 10.13 16.00 5.60 10.45 16.00 5.60 9.59 16.00 5.60 8.40 16.00 5.60 9'.67 16.00 5.60 10.63 16.00 5.60 9.94 16.00 5.60 9.11 16.00 5.60 8.26 258.34 GPM 50.00 GPM 308.34 GPM 43.90 PSI 0.08 PSI 13.63 FPS 04 -15 -1995 PAGE 1 SUBMITTAL SERIAL NO:2352HY1 BARRY UNIVERSITY NATIONAL CENTER FOR TRANSPORTATION THIRD FLOOR CALCS DESIGN BASIS -LIGHT HAZARD CALCULATED AREA -1500 SQ. FT. FROM TO FLOW DIAM GPM IN 34 305 1.049 Q 16.00 BN 312 311 1.049 Q 17.42 33 312DQ 18.26 1.380 Q 35.67 BN 314 315 1.049 Q 16.10 313 31414 16.90 1.380 Q 33.00 BN L F =E F C120 T F =0 F BN C120 T L F =T F C120 T L F =0 F BN C120 T F =0 F C120 T 33 313D0 17.65 1.380 L Q . 50.65 F =T F BN C120 T 23 33DQ 35.67 1.610 L Q 86.32 F =T /T F NR C120 T 307 306 1.049 L Q 17.00 F =0 F BN C120 T 32 307DQ 17.83 1.380 L Q 34.83 F =T F BN C120 T 309 310 . 1.049 Q 16.23 L F =0 F BN C120 T EQUIV P -LOSS PRESSURE LENGTH PIPE SUMMARY Ft PSI /Ft PSI 8.00 0.0861 PT 2.00 PE 10.00 PF PT 10.00 0.1007 PT 0.00 PE 10.00 PF 6.00 0.0998 PT 6.00 PE 12.00 PF PT 10.00 0.0871 PT 0.00 PE 10.00 PF 10.00 0.0864 PT 0.00 PE 10.00 PF 4.00 0.1910 PT 6.00 PE 10.00 PF 04 -15 -1995 PAGE 2 8.16 (305) 0.00 0.86 9.02 ( 34) 9.67 (311) 0.00 1.01 10.68 (312) 0.00 1.20 11.88 ( 33) 8.26 (315) 0.00 0.87 9.13 (314) 0.00 0.86 9.99 (313) 0.00 1.91 0.50 0.2417 PT: 11.90 ( 33) 16.00 PE 0.22 16.50 PF 3.99 PT 16.11 ( 23) 10.00 0.0963 PT 9.21 (306) 0.00 PE: 0.00 10.00 PF 0.96 12.00 0.0955 PT 10.17 (307) 6.00 PE 0.00 18.00 PF PT' 11.89 ( 32) 14.00 0.0884 PT 8.40 (310) 0.00 PE 0.00 14.00 PF 1.24 SUBMITTAL SERIAL NO:2352HY1 BARRY UNIVERSITY NATIONAL CENTER FOa TRANSPORTATION THIRD FLOOR CALCS DESIGN BASIS -LIGHT HAZARD CALCULATED AREA -1500 SQ. FT. FROM TO FLOW DIAM GPM IN 308 30914 17.35 1.380 L Q 33.57 F =0 F BN C120 T 32 308D0 18.10 1.380 L Q 51.67 F =T F BN C120 T 22 32DQ 34.83 1.610 Q 86.50 302 301 1.049 L Q 17.71 F =0 F BN C120 T 31 302DQ 18.23 1.380 Q 35.94 BN J 34 304 1.049 Q 16'.17 303 34D0 16.00 1.380 Q 32.17 BN 21 31DQ 35.94 • Q 85.51 22 23 4.260 Q 86.32 FM L F =T /T F NR C120 T L F =T F C120 T F =T F BN C120 T L F =0 F C120 T 31 303DQ ' 17.40 1.380 L Q 49.57 F =T F BN C120 T 1.610 L F =T /T F NR C120 T L F =0 F C120 T 21 22DQ 86.50 4.260 L Q 172:83 F =0 F FM C120 T 10.00 0.0892 PT 0.00 PE 10.00 PF 1.00 0.1982 PT 6.00 PE 7.00 PF 0.50 0.2426 PT 16.00 PE 16.50 PF PT 6.00 0.1040 PT 0.00 PE 6.00 PF 8.00 0.1012 PT 6.00 PE 14.00 PF PT 3.00 0.0878 PT 5.00 PE 8.00 PF 8.00 0.0825 PT: 0.00 PE 8.00 PF 7.00 0.1835 PT 6.00 PE 13.00 PF 10.00 0.0021 PT 0.00 PE 10.00 PF 12.00 0.0076 PT 0.00 PE 12.00 PF 04 -15 -1995 PAGE 3 EQUIV P -LOSS PRESSURE LENGTH PIPE SUMMARY Ft PSI /Ft PSI 9.64 (309) 0.00 0.89 10.53 (308) 0.00 1.39 11.92 ( 32) 0.22 4.00 16.14 ( 22) 10.01 (301) 0.00 0.62 10.63 (302) 0.00 1.42 12.05 ( 31) 8.34 (304) 0.00 0.70 9.04 ( 34) 0.00 0.66 9.70 (303) 0.00 2.39 0.50 0.2375 PT 12.09 ( 31) 16.00 PE 0.22 16.50 PF 3.92 PT 16.23 ( 21) 16.11 ( 23) 0.00 0.02 16.13 ( 22) 0.00 0.09 125 120 115 110 105 100 95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 1 ►� 5 0 250 tiMKKY UNJ_VCF251 f Y • SIGMA DYNAMICS CORP. • • Margin Pressure 10.90 PSI Flow 2370.86 GPM N1.85 500 750 - 1000 1250 System Demand.. Sprinkler Demand 43.90 PSI @ 258.34 GPM Additional Flows 0.00 GPM Hose at Source 50.00 GPM Total Demand 43.90 PSI 0 308.34 GPM 1500 1750 Water Flow (GPM) 2000 770 0 Supply / Demand Graph 2250 Water Supply.. Static 55.00 PSI Residual 49.00 PSI 0 1922.00 GPM Elevation 0.00 PSI 2500 r SUBMITTAL SERIAL NO:2352HY1 BARRY UNIVERSITY NATIONAL CENTER FOR TRANSPORTATION THIRD FLOOR CALCS DESIGN BASIS -LIGHT HAZARD CALCULATED AREA -1500 SQ. FT. FROM TO FLOW GPM ,44 21DQ 85.51 4.260 L Q 258.34 F =0 F FM C120 T 43 44 42 43 41 42 14 41 13 14 12 13 11 12 2 11 1 2 Q 258.34 Q 258.34 Q 258.34 Q 258.34 Q 258.34 Q 258.34 Q 258.34 Q 258.34 Q 258.34 DIAM IN 4.260 4.260 L F =T F FM C120 T L F =T /T F FM C120 T 4.260 L F =GV,2E F FM C120 T 4.260 L F =0 F FM C120 T 4.260 L F =2E F FM C120 T 4.260 4.260 4.;260 4.260 L F =0 F FM C120 T L F =T F FM C120 T L F =E,T F FM C120 T L F =2E F FM C120 T 0 1 : 6.400 L Q 258.34 F =GV,3E F UN C140 T MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY IN PIPES 04 -15 -1995 PAGE 4 EQUIV P -LOSS PRESSURE LENGTH PIPE SUMMARY Ft PSI /Ft PSI 16.00 0.0161 PT 16.22 ( 21) 0.00 PE 0.00 16.00 PF 0.26 6.00 0.0161 PT 16.48 ( 44) 20.00 PE 0.00 26.00 PF 0.42 37.00 0.0161 PT 16.90 ( 43) 40.00 PE 0.00 77.00 PF 1.24 30.00 0.0161 PT 18.14 ( 42) 22.00 PE 0.00 52.00 PF 0.84 13.00 0.0161 PT 18.98 ( 41) 0.00 PE 5.63 13.00 PF 0.21 12.00 0.0161 PT 24.82 ( 14) 20.00 PE 0.00 32.00 PE' 0.52 13.00 0.0161 PT 25.34 ( 13) 0.00 PE 5.63 13.00 PF: 0.21 22.00 0.0161 PT 31.18 ( 12) 20.00 PE 0.00 42.00 PF 0.68 8.00 0.0161 PT. 31.86 ( 11) 30.00 PE 0.00 38.00 PF 0.61 19.00 0.0161 PT 32.47 ( 20.00 PE. 8.23 39.00 PF` 0.63 210.00 0.0017 PT 41.33 ( 1) 40.00 PE 2.17 250.00 PF 0.43 0.08 PSI 13.63 FPS 107.07 -17a urriawassau... vG? TO: Fraga Engineers FROM: ;x W. Banana,. Chief Fire Engineering g and Water Supply Bureau Editing Record 382 of 382 Enter DATE DATE: 17- Mar -95 STATIC PRESSURE... 60 psi. RESIDUAL PRESSURE. 54 psi. BY: CAPT GURDACK IN 17- Mar -95 11:09 AM ZO<1 SPRINKLER SYSTEM TEST RESULTS: MEMORANDUM ZOOM FIRE HYDRANT TEST RESULTS: DATE: March 23, 1995 SUBJECT: Water Fly,, Test Results Re: Barry University LOCATION: NE 115 ST & N MIA AV FEE: $ 140 PITOT PRESSURE 2.5 ".... PITOT PRESSURE 2 *2.5 ".... 40 PITOT PRESSURE 4- 1/2 ".... TOTAL TEST FLOW 2122.5 gpm. AVAILABLE FLOW @ 20 psi 5912.3 gpm. _ _ SPX STATIC 55 SPK RESIDUAL 49 SPK FLOW 1922 COMMENTS: STATION 30 /BARRY UNIVERSITY CALC psi. psi. psi. psi. psi. gpm. FIRE FLOW TEST CAPS FO.. JAi3 3H 13 alit* TAIV09 = 60 96 'OZ 'E0 SWENFTTALCBEATADNNOIXSE2HYF ** 04 -15 -1995 BARRY UNIVERSITY NATIONAL CENTER FOR TRANSPORTATION SBQON1IPEBOOR CALCS DESIGN BASIS -LIGHT HAZARD CALCULATED AREA -1500 SQ. FT. PLUS WATER CURTAIN CITY PRESSURE AVAILABLE AT 499.6 GPM 54.50 PSI • SPR 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 .220 FLOW TEST RESULTS Water Supply STATIC 55.00 PSI RESIDUAL 49.00 PSI @ 1922.00 GPM SUMMARY OF SPRINKLER OUTFLOWS ACTUAL FLOW 18.00 18.55 19.07 20.13 20.98 19.46 20.04 20.58 22.03 20.62 19.80 20.72 20.56 19.16 21.09 19.39 19.94 20.58 20.01 18.90 MINIMUM FLOW K- FACTOR PRESSURE 18.00 5.60 10.33 18.00 5.60 10.98 18.00 5.60 11.59 18.00 5.60 12.93 18.00 5.60 14.04 18.00 5.60 12.08 18.00 5.60 12.80 18.00 5.60 13.51 18.00 5.60 15.47 18.00 5.60 13.55 18.00 5.60 i 12.50 18.00 5.60 13.69 18.00 5.60 13.48 18.00 5.60 11.71 18.00 5.60 14.18 18.00 5.60 11.99 18.00 5.60 12.68 18.00 5.60 13.50 18.00 5.60 12.77 18.00, 5.60 11.39 TOTAL WATER REQUIRED FOR SYSTEM OUTFLOWS AT 13 OUTSIDE HOSE STREAMS AT 0 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY IN PIPES 399.62 GPM 50.00 GPM 50.00 GPM 499.62 GPM 44.90 PSI 0.09 PSI 15.25 FPS 04 -15 -1995 PAGE 1 11 SUBMITTAL SERIAL NO:2352HY1 BARRY UNIVERSITY NATIONAL CENTER FOR TRANSPORTATION SECOND FLOOR CALCS DESIGN BASIS -LIGHT HAZARD CALCULATED AREA -1500 SQ. FT. PLUS WATER CURTAIN FROM TO FLOW DIAM IN GPM Q 18.00 203 202DQ 18.55 Q 36.55 204 203DQ 19.07 Q 55.62 205 204DQ 20.13 Q 75.76 202 201 207 206 Q 19.46 208 207DQ 20.04 Q 39.50 19 29 219 220 Q 60.08 Q 18.90 28 219DQ 20.01 Q 38.91 1.049 L F =0 F BN C120 T 1.380 1.380 1.610 20 205DQ 20.98 1.610 Q 96.74 1.049 1.380 29 20814 20.58 1.380 Q 60.08 BN 1.610 1.049 1.380 L F =0 F BN C120 T L F =0 F BN C120 T L F =0 F BN C120 T L F =E F BN C120 T L F =0 F BN C120 T L F =0 F BN C120 T L F =0 F C120 T L F =E F BN C120 T L F =0 F BN C120 T F =T F BN C120 T EQUIV P -LOSS PRESSURE LENGTH PIPE SUMMARY Ft PSI /Ft PSI 6.00 0.1071 PT 0.00 PE 6.00 PF 6.00 0.1044 PT 0.00 PE 6.00 PF 6.00 0.2271 PT 0.00 PE 6.00 PF 6.00 0.1898 PT 0.00 PE 6.00 PF 6.00 0.2984 PT 4.00 PE 10.00 PF PT 6.00 0.1237 PT 0.00 PE 6.00 PF 6.00 0.1205 PT 0.00 PE 6.00 PF 6.00 0.2619 PT 0.00 PE 6.00 PF 12.00 0.1236 PT 4.00 PE 16.00 PF PT 12.00 0.1172 PT' 0.00 PE 12.00 PF 12.00 0.1173 PT 6.00 PE 18.00 PF PT 04 -15 -1995 PAGE 2 10.33 (201) 0.00 0.64 10.97 (202) 0.00 0.63 11.60 (203) 0.00 1.36 12.96 (204) 0.00 1.14 14.10 (205) 0.00 2.98 17.08 ( 20) 12.08 (206) 0.00 0.74 12.82 (207) 0.00 0.72 13.54 (208) 0.00 1.57 15.11 ( 29) 0.00 1.98 17.09 ( 19) 11.39 (220) 0.00 1.41 12.80 (219) 0.00 2.11 14.91 SUBMITTAL SERIAL NO:2352HY1 BARRY UNIVERSITY NATIONAL CENTER FOR TRANSPORTATION SECOND FLOOR CALCS DESIGN BASIS -LIGHT HAZARD CALCULATED AREA -1500 SQ. FT. PLUS WATER CURTAIN FROM TO FLOW DIAM 28 218 24 217 24 216 Q 20.58 18 28DQ 38.91 1.610 L Q 59.49 F =T /T F NR C120 T Q 19.94 Q 19.39 GPM IN 1.049 L F =T F BN C120 T 1.049 L F =0 F BN C120 T 1.049 L F =T F BN C120 T 215 24DQ 19.94 1.380 L Q 39.33 F =0 F BN C120 T 17 215D0 21.09 1.610 L Q 60.42 F =T,E F BN C120 T 25 214 25 213 26 212 Q 19.16 Q 20.56 Q 20.72 1.049 L F =T F BN C120 T 1.049 L F =T F BN C120 T 26 25DQ 19.16 1.380 L Q 39.72 F =0 F BN C120 T 1.049 L F =T F BN C120 T EQUIV P -LOSS LENGTH PIPE Ft PSI /Ft 5.00 0.1371 PT 5.00 PE 10.00 PF 0.50 0.1214 PT 16.00 PE 16.50 PF PT 4.00 0.1295 PT 0.00 PE 4.00 PF PT 5.00 0.1229 PT 5.00 PE 10.00 PF 8.50 0.1196 PT 0.00 PE 8.50 PF 12.00 0.1249 PT 12.00 PE 24.00 PF PT . 18.00 0.1202 PT 5.00 PE 23.00 PF PT 2.00 0.1370 PT 5.00 PE 7.00 PF 7.00 0.1218 PT 0.00 pg. 7.00 PF PT 6.50 0.1389 PT 5.00 PE 11.50 PF 04 -15 -1995 PAGE 3 PRESSURE SUMMARY PSI 13.50 (218) 0.00 1.37 14.87 ( 28) 0.22 2.00 17.09 ( 18) 12.68 (217) 0.00 0.52 13.20 ( 24) 11.99 (216) 0.00 1.23 13.22 ( 24) 0.00 1.02 14.24 (215) 0.00 3.00 17.24 ( 17) 11.71 (214) 0.00 2.76 14.47 ( 25) 13.48 (213) 0.00 0.96 14.44 ( 25) 0.00 0.85 15.29 ( 26) 13.69 (212) 0.00 1.60 SUBMITTAL SERIAL NO:2352HY1 BARRY UNIVERSITY NATIONAL CENTER FOR TRANSPORTATION SECOND FLOOR CALCS DESIGN BASIS -LIGHT HAZARD CALCULATED AREA -1500 SQ. FT. PLUS WATER CURTAIN FROM TO 16 26DQ Q 27 211 27 210 209 27DQ 19.80 1.380 Q 40.42 15 209DQ 22.03 1.610 Q 62.45 19 20 39.72 1.610 L 60.44 F =T,E F BN C120 T Q 19.80 Q 20.62 Q 96.74 FLOW DIAM GPM IN 1.049 1.049 4.026 • 16 17DQ 60.42 4.260 Q 276.73 L F =E F BN C120 T BN BN BN L F =T F C120 T L F =0 F C120 T L F =T,E F C120 T L F =0 F FM C120 T 18 19DQ 60.08 4.026 L Q 156.82 F =0 F FM C120 T 17 18DQ 59.49 4.260 L Q 216.31 F =0 F FM C120 T L F =0 F FM C120 T 15 16DQ 60.44 4.260 L Q 337.17 F =0 F FM C120 T 13 15DQ 62.45 4.260 L Q 399.62 F =GV,4E F FM C120 T EQUIV P -LOSS PRESSURE LENGTH PIPE SUMMARY Ft PSI /Ft PSI 5.00 0.1250 PT 12.00 PE 17.00 PF PT 15.00 0.1278 PT 2.00 PE 17.00 PF PT 3.00 0.1377 PT 5.00 PE 8.00 PF 7.00 0.1258 PT 0.00 PE 7.00 PF 4.00 0.1328 PT 12.00 PE 16.00 PF PT 3.00'0.0034 PT 0.00 PE 3.00 PF 4.00 0.0084 PT 0.00 PE 4.00 PF 9.00 0.0116 PT 0.00 PE 9.00 PF 04 -15 -1995 PAGE 4 15.29 ( 26) 0.00 2.13 17.42 ( 16) 12.50 (211) 0.00 2.17 14.67 ( 27) 13.55 (210) 0.00 1.10 14.65 ( 27) 0.00 0.88 15.53 (209) 0.00 2.12 17.65 ( 15) 17.09 ( 20) 0.00 0.01 17.10 ( 19) 0.00 0.03 17.13 ( 18) 0.00 0.10 12.00 0.0182 PT 17.23 ( 17) 0.00 PE 0.00 12.00 PF„ 0.22 9.00 0.0263 PT 17.45 ( 16) 0.00 PE 0.00 9.00 PF 0.24 72.00 0.0360 PT 17.69 ( 15) 42.00 PE 0.00 114.00 PF 4.10 SUBMITTAL SERIAL NO:2352HY1 BARRY UNIVERSITY NATIONAL CENTER FOR TRANSPORTATION SECOND FLOOR CALCS DESIGN BASIS -LIGHT HAZARD CALCULATED AREA -1500 SQ. FT. PLUS WATER CURTAIN FROM TO FLOW GPM DIAM IN 12 13DQ 50.00 4.260 L Q 449.62 F =0 F FM C120 T 11 12 4.260 L F =T F FM C120 T Q 449.62 Q 449.62 Q 449.62 2 11 4.260 L F =E,T F FM C120 T 1 2 4.260 L F =2E F FM C120 T 0 1 6.400 L Q 449.62 F =GV,3E F UN C140 T MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY IN PIPES 04 -15 -1995 PAGE 5 EQUIV P -LOSS PRESSURE LENGTH PIPE SUMMARY Ft PSI /Ft PSI 13.00 0.0448 PT 21.79 ( 13) 0.00 PE 5.63 13.00 PF 0.58 22.00 0.0448 PT 28.00 ( 12) 20.00 PE 0.00 42.00 PF 1.88 8.00 0.0448 PT 29.88 ( 11) 30.00 PE 0.00 38.00 PF 1.70 19.00 0.0448 PT 31.58 ( 2) 20.00 PE 8.23 39.00 PF 1.75 210.00 0.0046 PT 41.56 ( 1) 40.00 PE 2.17 250.00 PF 1.15 0.09 PSI 15.25 FPS PT 44.88 ( 0) 125 120 115 110 105 100 95 90 85 80 75 —^, 70 65 60 55 • 50 45 40 35 30 25 20 15 10 5 0 250 500 tIP-1 K K Y U13J J_ 1 Y SIGMA DYNAMICS CORP. 750 1000 1250 System Demand.. Sprinkler Demand 43.52 PSI @ 399.62 GPM Additional Flows 50.00 GPM Hose at Source 50.00 GPM Total Demand 44.90 PSI @ 499.62 GPM 1500 1750 Water Flow (GPM) 7700 Supply / Demand Graph 2000 2250 Margin Pressure 9.60 PSI Flow 2046.36 GPM Water Supply.. Static 55.00 PSI Residual 49.00 PSI 0 1922.00 GPM Elevation 0.00 PSI N 1.85 2500 a r t , - '.:� SUBMITTAL SERIAL NO:2352HY1 BARRY UNIVERSITY NATIONAL CENTER FOR TRANSPORTATION THIRD FLOOR CALCS DESIGN BASIS -LIGHT HAZARD CALCULATED AREA -1500 SQ. FT. SPR 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 ACTUAL FLOW 17.71 18.23 17.40 16.17 16.00 17.00 17.83 18.10 17.35 16.23 17.42 18.26 17.65 16.90 16.10 FLOW TEST RESULTS Water Supply STATIC 55.00 PSI RESIDUAL 49.00 PSI @ 1922.00 GPM CITY PRESSURE AVAILABLE AT 308.3 GPM 54.80 PSI SUMMARY OF SPRINKLER OUTFLOWS MINIMUM FLOW K- FACTOR PRESSURE 16.00 5.60 10.01 16.00 5.60 10.60 16.00 5.60 9.65 16.00 5.60 8.34 16.00 5.60 8.16 16.00 5.60 9.21 16.00 5.60 10.13 16.00 5.60 10.45 16.00 5.60 9.59 16.00 5.60 8.40 16.00 5.60 9.67 16.00 5.60 10.63 16.00 5.60 9.94 16.00 5.60 9.11 16.00 5.60 8.26 TOTAL WATER REQUIRED FOR SYSTEM OUTSIDE HOSE STREAMS AT 0 .TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY IN PIPES 258.34 GPM 50.00 GPM 308.34 GPM 43.90 PSI 0.08 PSI 13.63 FPS 04 -15 -1995 PAGE 1 SUBMITTAL SERIAL NO:2352HY1 BARRY UNIVERSITY NATIONAL CENTER FOR TRANSPORTATION THIRD FLOOR CALCS DESIGN BASIS -LIGHT HAZARD CALCULATED AREA -1500 SQ. FT. FROM TO FLOW DIAM 34 305 1.049 Q 16.00 BN 312 311 1.049 L Q 17.42 F =0 F BN C120 T 33 312D0 18.26 1.380 L Q 35.67 F =T F BN C120 T 314 315 313 314D0 16.90 1.380 L Q 33.00 F =0 F BN C120 T 33 313DQ 17.65 1.380 L • , 50.65 F =T F BN C120 T 23 33DQ 35.67 1.610 L Q 86.32 F =T /T F NR C120 T 307 306 309 310 Q 16.10 Q 17.00 Q 16.23 GPM IN L F =E F C120 T 1.049 L F =0 F BN C120 T 1.049 L F =0 F BN C120 T 32 307DQ 17.83 1.380 L Q 34.83 F =T F BN C120 T 1.049 L F =0 F BN C120 T EQUIV P -LOSS PRESSURE LENGTH PIPE SUMMARY Ft PSI /Ft PSI 8.00 0.0861 PT 2.00 PE 10.00 PF PT 10.00 0.1007 PT 0.00 PE 10.00 PF 6.00 0.0998 PT 6.00 PE 12.00 PF PT 10.00 0.0871 PT 0.00 PE 10.00 PF 10.00 0.0864 PT 0.00 PE 10.00 PF 4.00 0.1910 PT 6.00 PE 10.00 PF 0.50 0.2417 PT 16.00 PE 16.50 PF PT 10.00 0.0963 PT 0.00 PE 10.00 PF 04 -15 -1995 PAGE 2 8.16 (305) 0.00 0.86 9.02 ( 34) 9.67 (311) 0.00 1.01 10.68 (312) 0.00 1.20 11.88 ( 33) 8.26 (315) 0.00 0.87 9.13 (314) 0.00 0.86 9.99 (313) 0.00 1.91 11.90 ( 33) 0.22 3.99 16.11 ( 23) 9.21 (306) 0.00 0.96 12.00 0.0955 PT 10.17 (307) 6.00 PE 0.00 18.00 PF 1.72 PT 11.89 ( 32) 14.00 0.0884 PT 8.40 (310) 0.00 PE 0.00 14.00 PF 1.24 SUBMITTAL SERIAL N0:2352HY1 BARRY UNIVERSITY NATIONAL CENTER FOR TRANSPORTATION THIRD FLOOR CALCS DESIGN BASIS -LIGHT HAZARD CALCULATED AREA -1500 SQ. FT. FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE LENGTH PIPE SUMMARY GPM IN Ft PSI /Ft PSI ■ 308 309DQ 17.35 1.380 L 10.00 0.0892 PT 9.64 (309) Q 33.57 F =0 F 0.00 PE 0.00 BN C120 T 10.00 PF 0.89 32 308DQ 18.10 1.380 L 1.00 0.1982 PT 10.53 (308) Q 51.67 F =T F 6.00 PE 0.00 BN C120 T 7.00 PF 1.39 22 32D0 34.83 1.610 L 0.50 0.2426 PT 11.92 ( 32) Q 86.50 F =T /T F 16.00 PE 0.22 NR C120 T 16.50 PF 4.00 PT 16.14 ( 22) 302 301 31 302D0 18.23 1.380 L 8.00 0.1012 PT 10.63 (302) Q 35.94 F =T F 6.00 PE 0.00 BN C120 T 14.00 PF 1.42 PT 12.05 ( 31) 34 304 Q• 17.71 Q 16.17 f 303 34DQ 16.00 1.380 L 8.00 0.0825 PT. 9.04 ( 34) Q 32.17 F =0 F 0.00 PE 0.00 BN C120 T 8.00 PF 0.66 31 303DQ ' 17.40 1.380 L 7.00 0.1835 PT 9.70 (303) Q 49.57 F =T F 6.00 PE 0.00 BN C120 T 13.00 PF 2.39 21 31DQ 35.94 1.610 L 0.50 0.2375 PT 12.09 ( 31) Q 85.51 F =T /T F 16.00 PE 0.22 NR C120 T 16.50 PF 3.92 PT, 16.23 ( 21) 22 23 Q 86.32 04 -15 -1995 PAGE 3 1.049 L 6.00 0.1040 PT 10.01 (301) F =0 F 0.00 PE 0.00 BN C120 T 6.00 PF 0.62 1.049 L 3.00 0.0878 PT 8.34 (304) F =T F 5.00 PE 0.00 BN C120 T 8.00 PF 0.70 4.260 L 10.00 0.0021 PT 16.11 ( 23) F =0 F 0.00 PE 0.00 FM C120 T 10.00 PF 0.02 21 22D0 86.50 4.260 L 12.00 0.0076 PT 16.13 ( 22) Q 172:83 F =0 F 0.00 PE 0.00 FM C120 T 12.00 PF 0. SUBMITTAL SERIAL NO:2352HY1 BARRY UNIVERSITY NATIOIfAL CENTER FOR TRANSPORTATION THIRD FLOOR CALCS DESIGN BASIS -LIGHT HAZARD CALCULATED AREA -1500 SQ. FT. FROM TO 44 21DQ Q 43 44 42 43 41 42 14 41 13 14 12 13 11 12 2 11 1 2 Q 258.34 Q 258.34 Q 258.34 Q 258.34 Q 258.34 Q 258.34 Q 258.34 Q 258.34 Q 258.34 FLOW DIAM GPM IN 85.51 4.260 L 258.34 F =0 F FM C120 T 4.260 4.260 4.260 L F =GV,2E F FM C120 T 4.260 L F =0 F FM C120 T 4.260 F =2E F FM C120 T 4.260 FM 4.260 FM 4.260 FM 4.260 FM L F =T F FM C120 T L F =T /T F FM C120 T L F =0 F C120 T L F =T F C120 T L F =E,T F C120 T L F =2E F C120 T 0 1 6.400 L Q 258.34 F =GV,3E F UN C140 T MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY IN PIPES 04 -15 -1995 PAGE 4 EQUIV P -LOSS PRESSURE LENGTH PIPE SUMMARY Ft PSI /Ft PSI 16.00 0.0161 PT 16.22 ( 21) 0.00 PE 0.00 16.00 PF 0.26 6.00 0.0161 PT 16.48 ( 44) 20.00 PE 0.00 26.00 PF 0.42 37.00 0.0161 PT 16.90 ( 43) 40.00 PE 0.00 77.00 PF 1.24 30.00 0.0161 PT 18.14 ( 42) 22.00 PE 0.00 52.00 PF 0.84 13.00 0.0161 PT 18.98 ( 41) 0.00 PE 5.63 13.00 PF 0.21 12.00 0.0161 PT 24.82 ( 14) 20.00 PE 0.00 32.00 Pr 0.52 13.00 0.0161 PT 25.34 ( 13) 0.00 PE 5.63 13.00 PF. 0.21 22.00 0.0161 PT 31.18 ( 12) 20.00 PE 0.00 42.00 PF 0.68 8.00 0.0161 PT 31.86 ( 11) 30.00 PE 0.00 38.00 PF 0.61 19.00 0.0161 PT 32.47 ( 2 20.00 PE 8.23 39.00 PF 0.63 210.00 0.0017 PT 41.33 ( 1 40.00 PE 2.17 250.00 PF 0.43 0.08 PSI 13.63 FPS * *k 125 120 115 110 105 100 95 90 85 80 75 70 65 60 55e 50 45 40 35 30 25 20 15 1 5 u 0 250 LI HF.l-Z Y km-4 v t F3t F Y' SIGMA DYNAMICS CORP. Margin Pressure 10.90 PSI Flow 2370.86 GPM 1.85 500 750 1000 1250 System Demand.. Sprinkler Demand 43.90 PSI @ 258.34 GPM Additional Flows 0.00 GPM Hose at Source 50.00 GPM Total Demand 43.90 PSI @ 308.34 GPM 1500 1750 Water Flow (GPM) 2000 7700 Supply / Demand Graph 2250 Water Supply.. Static 55.00 P5I Residual 49.00 PSI @ 1922.00 GPM Elevation 0.00 PSI 2500 • • • PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 'a8 (cJob Address 1/300 Ne* � /9‘/4'° Tax Folio Legal Description Owner / Lessee / Tenant Owner's Address // ,A- Contracting Co. /9��ovce 1 5) , s - v -,47 ;^4'S Ar /Engineer f,@,e ,ivEi•.67��,5 Mortgagor Permit Type(circle one): BUILDING ELECTRICAL PLUMBING Square Ft. IQ 64)0 Signature of owner and /or Condo President Date: Notary as to Owner and /or Condo President My Commission Expires: arr CT Address Qualifier 4O ~... SS# Phone 1.96 74) 921 2 Z24 State # Municipal # Competency # � Ins.Co. Bonding Company Address WORK DESCRIPTION Nei Address 30 ,.c)✓e Address Estimated Cost(value) 38 ( 1)0 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAX 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). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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 const on and g. Furthermore, I authorize the above -named contractor to do the work stated. ature of Contract rpp Own Builde OFFICIAL NOTARY SEAT, .n, OAF N .5E10O NUJ B Jam._. OT'AItY MEX. �`��'a"� OF FMMA COMmTcPariN NO. CC52:.7 Notary as to Contract My Commission Expires: Date: 3c Master Permit #(3P3®gie Ph1One J .4/5 . '"' v ROOFING PAVING FENCE SIGN ** * * * * * * * * * * * * * * * ** FEES: PERMIT ZJi a'® RADON C.C.F. NOTARY TOTAL DUE 24 APPROVED: Fire Other Building Electrical Plumbing Engineering_ III. Facility Own - r Address City ! £M Y She Y--- ! Zip 3 3 / ...._.»_...__»....„». __..._ «_«_ »..».«._.._»__ «» ..... »« « ee _» » »_« « F Line IV. I. Facility Name Address City / ' a5 p State Site / N 2 Building Size ea 400.E ( Square Feet) # of Floors II. Fee Receipt Will Be Sent td1ddress in Block Below. (Print or Type) Contractor's ame Address: City: Phone (, ?/>y ) / 2— V. Demolition ❑ Emergency ❑ Annual O f Start. Date f l Or Finish Date j / l/4 f Demolition: Start Date Finish Date VI. REMOVAL/DEMOLMON PROCEDURES TO BE USED Strip & Removal Glove Bag v r Wet Method *Dry Method * MUST OBTAIN PRIOR DEP /�. APPROVAL BEFORE USING A DRY METHOD! VII. Waste Disposal Site Name ftf - ,4 114>ti Address 5 6 4 0 A) (A,., l 3 Ls— s7 VIII. Fee Calculation & Type of RACM in Renovations or ACM in Demolitions RACM? (circle Yes or No) Square Feet Surfacing Material Linear Feet Pipe »„»„. »_„. »_„„ „„„„ „„ Square Feet Cementitious Material.„ »»..Yes».„.„. „„..No »_. a S9uare Feet Resilient Flooring »„ yquare Feet Asphalt Roofing.»_ »„..„„. »,».Yes.»...... Flddd s. '5O I,i I• Total RACM (square + linear feet) a $ Enclosed (See Fee Schedule) ❑ Check if Demolition Only ORIGINAL TO: Florida Department of Environmental Regulation State Asbestos Coordinator 2600 Blair Stone Road Tallahassee, Florida 32399 -2400 State Removal Egl” Demolition with no ACM 0 Icertify tha t' above information is correct. /u.4. e (Signature of Owner/Operator) METROOADE NOTICE OF AS s ESTOS REMOVAL PRO Type of Notice: Original 0 Revised ❑ Cance w ed DEC 2 7 19 NMENTAL fp— ip Surveyed by A. 4 c! Age in Yearv' 2 /.!'(7 t®5` Prior Use Florida License No • Bulldozer Explode OWNER PROJECT NUMBER Fee Check Number Other Phone ( ) C C� /Y3oti Coc e SEND YELLOW COPY TO Metro -Dade DERM Air Section 33 S.W. 2nd Avenue, Suite 9 -223 540 6 Wreddng Ball Bum Down Class State 77 I Asbestos Waste Transporter D Name 'eh c' Cd ' J� Phone (, ) ° 7 r1 0? (o /7-- X. Procedures for Une • ected RACM r (Date) DEP USE ONLY Postmark NESHAP ... Yes ... No ... Deposit No. Fee Received $ APIS # Date Received METRO DADE D.E.R.M. AIR SECTION This is to certify that the required Notifications) 1egarding asbestos have been submitted in Complian with Applicable regulations. Signed C G EOTE.Q HN I CAL 'ENVIRONMENTAL 'HYDROGEOLOGY AS Miami, December 22, 1995 OBENOUR ROOFING 9312 Park Drive, Suite F Miami, FL 33139 Dear Mr. Obenour / // / /Lr; rh1s „'II ,■I.II< - .: I"4i., - �� �_v∎ ∎iii,,, DYNATECH ENGINEERING CORP. A- Roof at the above referenced project. TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING act JEC2 it412=., Mr. Jim Obenour i` nN, til8K1. MERO-DADE D. E. R. M. AIR SECTION, This is to certify that the required Not icatioti( ) regarding asbestos have been subm. t„d in Re : Existing Roof of Barry University Cornpliancp with Applicable regulations. 11300 N.E. 2nd Avenue N. Miami, FL Sig Date (2.27 - Pursuant to your request; DYNATECH ENGINEERING CORP. has conducted an Asbestos roof Survey on December 21, 1995 at the above referenced project. The purpose of our inspection was to secure bulk samples for analysis to determine the presence of Asbestos Containing Materials in the proposed roof renovation area. The scope of our inspection covered the following areas: Based on our laboratory analysis; it was evident that asbestos fibers were found in the following secured bulk samples : 1- Roof Flashing Roof aluminum coated flashing was found with 3 -5% Chrysotile Fibers. 750 West 84 Street, Hialeah, FL 33014 -3618 a Phone (305) 828 -7499 ® Fax (305) 828 -9598 • Page No. 2 11300 N.E. 2nd Avenue Based on our visual inspection, physical site assessment and potential for damage, it was evident that the roof flashing is considered Category I -Non friable material. It is our opinion that this materials need not be removed prior to demolition because generally these materials do not release significant amounts of asbestos fibers when damaged. Yet, in the event of future repair and replacement of the roof flashing, all work shall be conducted by a Florida Licensed Roofing Contractors with on site Roofing Asbestos Supervision as provided in Section 469.012. We further recommend a competent person be on site for Air Monitoring during removal of A.C.M. This inspection report is the results of a diligent search of the facility for asbestos containing building materials (A.C.B.M.). All analyzed samples were readily available to our surveyor. We do not claim to have identified all of the asbestos containing building material present in the facility. If in the course of a renovation or demolition activity, suspect materials become exposed, all activities should immediately cease and the suspect material brought to our attention for evaluation and recommendation. This report is designed to aid the building Owner, Architect, Construction Manager, General contractors and Potential Asbestos Abatement Contractors in locating ASBESTOS CONTAINED MATERIALS. Under no circumstances is this report to be utilized as a proposal or a project specification document. When implementing the response actions, parties responsible for final selection should remember that actions shall be sufficient to protect HUMAN HEALTH AND THE ENVIRONMENT, but may also be the least burdensome method. Nothing in these recommendations should be construed as PROHIBITING or discouraging removal. It has been a pleasure serving you at this phase of your project and look forward to do so in the near future. Sincerely yours, . issue n Naamani, P. E. DYNA ECH ENGINEERING CORP. Engineer Florida Reg. No. 39584 Asbestos Consultant No. EA 0045 WN /sr 1 • DYNATECI,I ENGINEERING CORP. 750 West 84 Street Hialeah, FL 33014.3618 GEOTECHNICAL ENVIRONMENTAL HYDROGEOLOGY ASBESTOS Phone: (305) 828 -7499 Fax: (305) 828 -9598 TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING CLIENT : •IJbv (2-V IUk PROJECT 2Y t1►Avtas +f U a Y iy C, I vim , rLt 9L DATE : r212Z q,S SCALE : PA T -g• DRAWN BY : t`1 ,V, Job Address: 12101 -166 9/94 GENERAL: Type of Roof System Assembly to be Applied: Manufacturer of Roof System Assembly: Product Control Approval Number: System Number from Product Control Approval: (Attach a copy of the Roof System Assembly Product Control Approval and the Manufacturer's System Guide Specification. ) ( Note: If a minimum roof system is to be applied, describe all components within the system and list the manufacturer of each component. DO NOT complete this section if system is Product Control Approved. ) Base Sheet: Fasteners: Ply Sheet(s): Cap Sheet: Asphalt: APPENDIX 'E' METRO -DADE UNIFORM BUILDING PERMIT SECTION II BUILT -UP APPLICATIONS AND MODIFIED BITUMEN SYSTEMS Process No. ( Note: No insulation system is acceptable under the minimum roof category. ) Complete the following for all Roof System Assemblies: Built -Up Applications and Modified Bitumen Systems Page -1 Job Address: itAto Contractor (Check' one of the following) Recover Re- roof: / New Construction If a recover, is the existing Roof System Assembly to be used as a bonding substrate ?: Yom" 1/ N If YES, has an ASTM E907 test been carried out to confirm adhesion of the existing membrane to / the substrate ?:.. Y 'V N (If yes, attach ASTME907 test report. ) Proposed Fastener: W/A (Attach withdrawal resistance test report.) // Has the deck been examined for moisture ?: Y N (Provide data confirming compliance with Section 3401.9(c) . ) THE SYSTEM: All Roof System Assemblies in the Product Approval have a variety of options. Briefly describe the Roofing Components to be used in the Roof System Assembly and attach a copy of the manufacturer's published specification: Deck: ( Briefy describe) Insulation: ( Type, size and method of attachment, if applicable ) Base Sheet or Ply: ( Type and method of attachment ) Ply Sheet(s): ( Type and method of attachment ) /" don oodes, P4 to 4?freitoo Built -Up Applications and Modified Bitumen Systems Page -2 Process No. Job Address: //00e.aglie Contractor Top Ply: ( Type and method of attachment ) Surfacing: (Type, if applicable ) Flashing Materials: ( Type and method of attachment ) uujq� .o,o�— dAtzoid Built -Up Applications and Modified Bitumen Systems Page -3 Process No. Job Address: inches inches inches FILL IN APPLICABLE ROOFING COMPONENTS WHICH MAKE UP ROOF SYSTEM ASSEMBLY AND THICKNESS OF DECK AND INSULATION LAYER(S). (Where Roofing Component not used in Roof System Assembly, fill in with "N /A ".) Ply Sheet(s): p? / p t Bonding Material: O1 W i Contractor Process No. Surfacing: i�'��` (briefly dercrtde. (I (k) Top Ply: 4111461109. Bonding Material: 1A/Mir r7i9 Fastener Of base Sheet mech. attached) Base Sheet ` Bonding Material: (ifbaae sheet bonded) Fastener (iftop inadahon (ayes meek attached ) Top Insulation Layer ((f applicable ) Bonding Material: (drop insulation layer bonded) Fastener. ( ifinruiation mech. attached) (( Insulation: Bonding Material: i5/ /,T77v,eL (if4ualation bonded) Vapor Retarder � ((oppticabre) Primer. (1 /applicab1) Built -Up Applications and Modified Bitumen Systems Page -4 DECK: pe: Type: ,� pe: O Al /1/ Gage or Thickness: Densiry, ifconcrete deck: Job Address: /!_, . ,_ Coping Gage: Fastener /1 Spacing: ` o.c. Age o f Clip Type: tiff , I Clip Gage: /1 9 Contractor `�� / / / Process No. PERIMETER DETAIL #1: Parapet Wall Detail A `f cfrcr Cad co./ �� � vq /T jo u Sketch Roofing Components which make up Roof I P Rpf� fia` System Assembly at Perimeter Parapet Walls. /V� Insert leaders indicating Roofing Component names, dimensions, thicknesses, eta blocking and spacing used for wood- 150 CO) egi G AF R °8000 r/i 1 et Deck Type: (0 e PERIMETER DETAIL #2: Flashing Detail Built -Up Applications and Modified Bitumen Systems Page -5 G//TA UB m./o PA ,p aimo,(y I / p6AMT6 Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Areas to be Flashed Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. Job Address: IRCDpeXACtet Contractor diatial Process No. PERIMETER DETAIL #3: Gravel Stop or Drip Edge Sketch Roofmg Components which make up Roof System Assembly at Perimeter Edge with Gravel Stop or Drip Edge. Insert leaders indicating Roofing Components names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment Gravel Stop/Drip Edge Gage: Fastener Spacing: o.c. Clip Type: Clip Gage: *ILA \ff Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gutters. Insert leaders indicating Roofing Component names, dimensions, thicknesses, eta Include fastener type and spacing used for wood - blocking attachment Gutter Type: Gutter Gage: Fastener Spacing: Deck Type: \f\ff PERIMETER DETAIL #4: Gutter Detail Built -Up Applications and Modified Bitumen Systems Page -6 Job Address: a120_2dav Contractor PERIMETER DETAIL #5: 'Other' Detail Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may eicisit. Insert leaders indicating Roofing Component names, dixnensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment. /1/ Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may exisit Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment. PERIMETER DETAIL #6: 'Other' Detail Built -Up Applications and Modified Bitumen Systems Page -7 Process No. Job Address: /13CO YPQye Contractor 0014 Insert Building and Parapet Heights. (Ijno Parapet exists, insert '7V /A ") Also insert applicable information pertaining to the building below. (SeeASCE 7 -88 Fact Sheet Attached) _Y Exposure Category Classification Category At Hurricane Oceanline?: Basic Wind Speed at Building Location: Building Condition based on % of Openings: 110 mvh P1IA GROUND LEVEL t2/ feet BUILDING INFORMATION #1 lif Built -Up Applications and Modified Bitumen Systems Page -8 Process No. Job Address: Contractor Sketch Roof Plan indicating all dimensions, any slopes, roof drains, crickets, or roof top equipment. Also insert variable labeled " which indicates perimeter and corner dimensions per Chapter 23 of the South Florida Building Code. (SeeASCE 7 -88 Fact Sheet Attached) .1 i • • 4 • 38 • 19 CI • • kfl 1 • • » BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions Built -Up Applications and Modified Bitumen Systems Page -9 Process No. Job Address: Contractor Process No. -- FOR PLAN EXAMINER USE ONLY -- Roof System Assembly Product Control Approved: Y N If NO, note any deficiencies: Design Pressure Requirements: Field: psf Perimeter Areas: psf Corner Areas: psf Note any limitations: Reviewed Details ?: Notes: Built -Up Applications and Modified Bitumen Systems Page -10 N Job Address: Contractor Process No. Reviewed Field Test Data ?: Y N Notes: Additional Notes: Built -Up Applications and Modified Bitumen Systems Page -11 Plan Examiner Job Address: J/t001.E2/dCGaO Contractor: 13tt p HoDiPIED• The undersigned certifies that the 'pm or System Assembly is in compliance with the plans, specifications, and details submitted by the architect. STATE OF FLORIDA - COUNTY OF DADE Before me this day personally appeared OteaCO(1L who, being first duly sworn, deposes and says that all information submitted herein is true and correct. erased Contractor / Owner Signature Sworn to and subscribed before me this th day of 19 t ir My commission expi t 6 5Y E.. AfOTAmv t-'11131.' car,, Notary Public State of Florida Mortar or Adhesive Set Tile Systems Page - 8 Process No. METliDb GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 METIIOPOLITAN DADE COUNTY, FLORIDA MEMO-DADE FLAMER BUILDING UUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADS FLAMER WILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130.1503 PRODUCT CONTROL NOTICE OF ACCEPTANCE FAX (305) 3752n o 0 Your application for Product Approval of GAF Materials Corporation Modified Bitumen Systems under Chapter 8 of the Metropolitan Dade County Code goveming the use of Alternate Materials: and types of Construction, and completely described in the plans, specifications and calculations as submitted`by Construction Research Laboratory, Inc., Factory Mutual Research Corporation, South Florida Test Service, Underwriters Laboratories, Inc. and Dynatech Engineering, Inc. has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County, Florida under the specific and standard conditions set forth herein. The approval shall be valid for a period of three years. The Building Code Compliance Department reserves the right to secure a product or material at any time for a jobsite or manufacturer plant for quality control testing. If product or material fail to perform in the approved manner, the Code Compliance Department may revoke, modify cr suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require testing of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the Manufacturer. PRODUCT NO. : ACCEPTANCE NO.: - 95 0330.06 EXPIRES: NOV 1 0 1997 aul Rodriguez Product Control Division Supervisor - PLEASE NOTE - THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade.CotthyJJ under the conditions set forth above. APPROVED: MAY 0 44 1995 •r7JV arlcs Danger; P.E.; Director Building Code Compliance Department Metropolitan Dade County Contact: William J. Woodring Director of Technical Services (201) 628 -3000 2 Product Control No.: 95 0330.06 Insulation Types: Fibrous glass Perlite Fiberboard Polyisocyanurate Expanded polystyrene (EPS) Polyisocyanurate Composite Board Maximum Design Pressures Material Design Pressure Wood -60 psf Steel -75 psf Concrete -248 psf Lightweight Concrete -45 psf Poured Gypsum -45 psf Maximum Fire Classif cation, Material Classification Wood Class A Steel Class A Concrete Class A Lightweight Concrete Class A Poured Gypsum Class A Product Control No.: 95 0330.06 Note: Fire classifications and maximum design pressures do not reference all assemblies over deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory or other approved testing agency listing directory for Fire Classifications. 3 Raul Rodriguez Applicant: GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 SYSTEMS PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Category: Membrane Roofing System Sub - Category: Built -up Roofing Type: Modified Bitumen Sub -Type: SBS, APP System Description, Product Control No.: 95- 0330.06 Approval Date: MAY 0 4 1995 Expiration Date: NOV 1 0 1997 GAF Materials Corporation has been manufacturing commercial roofing products for more than 100 years. GAF produces a wide range of roof products for built -up roofing systems. The modified bitumen products include both APP and SBS products in smooth, granule and fire rated versions. In addition, GAF offers two ply modified systems to meet the specification requirements for multilayer SBS modified specifications. GAF products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. GAF provides warranted systems over various insulated and non - insulated substrates, copies of which can be obtained from GAF and can be found in the Ruberoid Modified Bitumen Application and Specification manual published annually. GAF roof system assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories. GAF modified bitumen membranes have been tested in compliance with ASTM D 5147 test requirements. Product Ruberoid® Torch Smooth Ruberoid® Torch Plus (Granule) Ruberoid® Torch Granule Ruberoid® Torch FR Ruberoid® Mop Plus (Granule) Ruberoid® Mop Granule Ruberoid® Mop FR Ruberoid® 20 Ruberoid® 30 Ruberoid 30 FR TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Product Dimensions Specification Description 1 sq. roll ASTM D 5147 Heavy duty, polyester reinforced, 87 lbs. asphalt modified bitumen membrane. 3 /4 sq. roll 93 lb. roll 1 sq. roll 102 1b. roll 3/4 sq. roll 90 lbs. 1 sq. roll 102 lbs. 1 sq. roll 103 lbs. 1 sq. roll 105 lbs. 1 sq. roll 92 lbs. 1 sq. roll 92 lbs. Ruberoid® Mop 170 FR 1 sq. roll 103 lbs. Product Control No.: 95- 0330.06 ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane. ASTM D 5147 Asphalt impregnated, coated felt, surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with fire retardant polymer modified asphalt surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with fire- retardant, polymer modified asphalt surfaced with mineral granules. 1.5 sq. roll ASTM D 5147 SBS modified asphalt base sheet reinforce with a glass fiber mat. ASTM D 5147 Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non woven fiberglass mat coated with fire retardant, polymer modified asphalt surfaced and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with fire retardant polymer modified asphalt surfaced with min . I 4 Raul Rodriguez Product GAFGLAS® Stratavent® (Vent Ply) for Nailable Decks. GAFGLAS® 3' x 36" Stratavent® (Vent Ply) 69 lb. roll Perforated GAFGLAS Ply 6® GAFGLAS Ply 4 GAFGLAS #75® GAFGLAS® Mineral Surfaced Cap Sheet GAF Materials Corporation Asphalt Concrete Primer GAF Materials Corporation Fibered Aluminum GAF Materials Corporation WeatherCoat® Emulsion GAF Materials Corporation Jetblak All Weather Plastic Cement Dimensions 3'x36" 69 1b. roll 3' x 180' 451b. roll 3' x 180' 40 lb. roll 3'x108' 75 lb. roll 3' x 36' 761b. roll 5, 55 gallons 1, 5 gallons 5 gallons 1, 5 gallons Test Specification ASTM D 4897 D 3672 ASTM D 2178 ASTM D 2178 ASTM D 4601 ASTMD41 ASTM D 2824 Fibered aluminum coating. 5 Raul Rodriguez Product Control No.: 95 0330.06 Product Description Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. ASTM D 4897 Fiber glass base sheet impregnated and D 3672 coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt impregnated and coated glass mat base sheet. ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. ASTM 1227 Surface coating for smooth surfaced roofs. ASTM D 3019 Refined asphalt blended with a mineral • ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. Product GAF Materials Corporation Jetblak Flashtite® Cement GAF Materials Corporation Plastic Cement GAF Materials Corporation Mineral Shield® Granules GAFTEMP® Isotherm R GAFTEMP® Composite various GAFTEMP® Permalite various GAFTEMP® Fiberboard various GAFTEMP® High Density Fiberboard GAFTITE® #12 Standard Roofing Fastener GAFTITE'i #14 Heavy Duty Roofing Fastener NTB Fasteners Test Product Dimensions Specification, Description 1, 5, 53 gallons ASTM D 4586 Asphalt flashing cement. 1, 5, 53 gallons ASTM D 4586 Trowel grade, asphalt plastic cement. various various GAFTITE® Base Sheet PA 114 Fastener and Plate Galvalume Plates 3" and 3 '/z" PA 114 Polypropylene Plates 3" and 3 1/2" PA 114 Granules for surfacing of exposed asphalt, cold process or emulsion. PA 110 Polyisocyanurate foam insulation. PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. PA 110 Perlite insulation board. PA 110 Fiberboard insulation. PA 110 High density wood fiberboard insulation. PA 114 Insulation fastener for steel and plywood decks. PA 114 Insulation fastener for steel, wood and concrete decks. PA 114 Fastener for use in gypsum, tectum and lightweight insulating concrete decks. Base sheet fastening assembly. Round galvalume stress plates. Round polypropylene stress plates. 6 Raul Rodriguez Product Control No.: 95 0330.06 Product Hy Therm AP various PA 110 Pyrox various PA 110 White Line various PA 110 ACFoam Composite various PA 110 ACFoam I ACFoam II Hy -Tec Hy -Tec 2 Hy -Therm AP various PA 110 Hy -Therm White various Line TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Test Dimensions Specification various various various various PA 110 PA 110 PA 110 PA 110 PA 110 Hy -Therm Pyrox various PA 110 Energy LOk various PA 110 Thermax 'IRI -STAR various PA 110 7 Product Description Manufacturer Polyisocyanurate foam Apache Products Co. insulation Polyisocyanurate foam Apache Products Co. insulation Polyisocyanurate foam Apache Products Co. insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam Celotex Corp. insulation Polyisocyanurate foam Celotex Corp. insulation Polyisocyanurate foam Celotex Corp. insulation Polyisocyanurate foam Celotex Corp. insulation Polyisocyanurate foam Celotex Corp. insulation Polyisocyanurate foam Celotex Corp. insulation Polyisocyanurate foam Celotex Corp. insulation Raul Rodriguez Product Control No.: 95 - 0330.06 Atlas Energy Products Atlas Energy Products Atlas Energy Products Product Dekfast Fasteners #14 Dekfast Hex Plate 2 7/8" x 3 1/4" Dekfast Fasteners #15 Dekfast Fasteners #12 TPR ISO 95+ GW various ISO 95+ GL various ISO 95+ Composite ISO 95+ Asphalt High Density Wood various Fiberboard Test Product Dimensions Specification, Description PA 114 PA 114 Dekfast Lock Plate 3" x 3 1/4" PA 114 PA 114 PA 114 PA 114 PA 110 Perlite Insulation various PA 110 8 Insulation fastener for steel and concrete decks Gaivalume hex stress plate. Polypropylene locking plate. Insulation fasteners for concrete decks Insulation fastener for steel and wood decks. Aluminum fastener for lightweight, gypsum and tectum decks PA 110 • PA 110 Polyisocyanurate foam insulation PA 110 PA 110 • Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate / perlite ridged insulation ASTM D 312 Type III or IV hot asphalt bitumen adhesive Wood fiber insulation board Perlite insulation board Product Control No.: 95- 0330.06 Manufacturer Construction Fasteners, Inc. Construction Fasteners, Inc. Construction Fasteners, Inc. Construction Fasteners, Inc. Construction Fasteners, Inc. Creative Construction Components Firestone Firestone Firestone Firestone generic generic generic Product Red Rosin various Roofing Nails Tin Caps Type X Gypsum various Sturdi -Top al MB aluminum roof coating Grundy Industrial Emulsion #14 Roofgrip Gripdek Fastener Premium Metal Plate Standard Plastic Plate Karnak No. 169 Karnak 97 Test Product Dimensions Specification Description Minimum # PA 114 12 Min. 32 ga. x 1 5 / " 8 various PA 110 PA 121 PA 121 PA 114 PA 114 PA 121 Barrier Board Plus various PA 110 9 Rosin paper for barrier layer on wood decks Manufacturer generic Corrosion resistant annular generic ring shank nails Corrosion resistant circular generic discs. Wood fiberboard Aluminum roof coating Asphalt emulsion Insulation fastener steel, wood or concrete decks Insulation fastener Roof coating Polyisocyanurate foam / wood fiber insulation Raul Rodriguez Product Control No.: 95- 0330.06 Fire resistant rated gypsum generic Georgia- Pacific Grundy Industries Grundy Industries ITW Buildex ITW Buildex 3" square PA 114 3" square galvalume AZ55 ITW Buildex stress plate 3" round PA 114 Polyolefin plastic plate ASTM D 2824 Aluminum roof coating ITW Buildex Karnak Corp. Karnak NRG Barriers, Inc. • Product E'NRG'Y PSI -25 E'NRG'Y -1 E'NRG'Y -2 Plus E'NRG'Y-1 Plus E'NRG'Y-2 Con -Tite (Fluted Nail) Olympic Standard 3" round Olympic Polypropylene Olympic Fastener Olympic C -R Base Sheet Fastener and Plate Fiberglas Dimensions various various various various various Test Specification PA 110 PA 110 PA 110 PA 110 PA 110 PA 114 PA 114 Olympic G2 Plate 3.5" round PA 114 3.25" round PA 114 PA 114 PA 114 various PA 110 10 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Concrete deck insulation fastener 3" round galvalume AZ55 steel plate 3.5" round galvalume AZ55 Olympic steel plate. Manufacturing Group, Inc. Polypropylene plastic plate Insulation fastener Base sheet fastener and plate. Raul Rodriguez Product Control No.: 95 0330.06 Manufacturer NRG Barriers, Inc. NRG Barriers, Inc. NRG Barriers, Inc. NRG Barriers, Inc. NRG Barriers, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Fiber glass roof insulation Owens - Corning Fiberglas Corp. Product Foamglas Board Multi -Max Thermaroof Composite Fes -Core Fesco Foam UltraGard Gold HD Insul -Fixx Fastener Insul -Fixx Fastener Insul -Fixx S Insul -Fixx P Rawl Drive Rawl Fasteners #12 Rawl Fasteners #14 Dimensions various various various various various various 3" square 3" round Test Specification PA 110 PA 110 PA 110 PA 110 PA 110 PA 110 PA 114 PA 114 PA 114 PA 114 PA 114 PA 114 PA 114 11 Product Description Expanded glass insulation board. Polyisocyanurate foam insulation Polyisocyanurate foam / perlite composite insulation Polyisocyanurate foam / fescoboard insulation Polyisocyanurate foam / fescoboard insulation Polyisocyanurate foam insulation Insulation fastener for use in steel and concrete decks Insulation fastener for steel and wood decks 3" square galvalume AZ55 stress plate 3" round plastic stress plate Insulation fastener and steel and plastic stress plate for concrete deck Insulation fastener for steel and wood decks Insulation fastener for use in steel, wood or concrete Raul Rodriguez Product Control No.: 95 0330.06 Manufa turer Pittsburgh Corning Rmax, Inc. Rmax, Inc. Schuller International Inc. Schuller International Inc. Schuller International Inc. SFS /Stadler SFS /Stadler SFS /Stadler SFS /Stadler The Rawlplug Company Inc. The Rawlplug Company Inc. The Rawlplug Company Inc. Product Rawl 3" Plate Rawl Spike Rawlite Rawlite 3" Plate Test Dimensions Specification 3" round PA 114 PA 114 PA 114 3" round PA 114 12 Product Description 3" round galvalume AZ55 steel plate Insulation fastener and steel and plastic stress plate for concrete deck Insulation fastener for cementitious and gypsum decks 3" round galvalume AZ55 steel plate for use with Rawlite fasteners Raul Rodriguez Product Control No.: 95 0330.06 Manufacturer The Rawlplug Company Inc. The Rawlplug Company Inc. The Rawlplug Company Inc. The Rawlplug Company Inc. Test Agency Construction Research Laboratory, Inc. Factory Mutual Research Corporation South Florida Test Service Underwriters Laboratories, Inc. Dynatech Engineering, Inc. Test Identifier #4818 J.I. OT4A 1.AM J.I. 1V7AO.AM J.I. 1V8A4.AM J.I. 1R1A6.AM J.I. 0T2Q4.AM J.I. 0Q6A6.AM J.I. 2M0A4.AM J.I.3X3A2.AM J.I. 0Y9Q5.AM J.I. 3X3A2.AM GAF -53 -X -915 R1306• 3600.02.95 Test Reports 13 Test Name/Report Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Physical Properties Fire Classification Wind Uplift, Small Scale Raul Rodriguez Product Control No.: 95- 0330.06 Date 07/10/87 08/26/92 07/16/92 06/28/93 11/15/91 10/17/91 07/16/91 03/21/87 08/02/94 07/29/94 08/02/94 03/08/91 08/01/94 02/02/95 Membrane Type: SBS Deck Type 3I: Concrete Decks, Insulated, New Construction Deck Description: 2500 psi structural concrete or concrete plank System Type C: All layers of insulation simultaneously attached. All General and System Limitations apply. Insulation Fastener Fastening Fasteners Fastener Base Layer Type Detail No. Per Board Density Approved Type(s): AC Foam -I Minimum: 1.2" x 3' x 4' N/A N/A N/A N/A AC Foam -II Minimum: 1.75" x 4' x 4' N/A N/A E'NRG'Y -1 Plus, E'NRG'Y -2 Plus Minimum: 1.5" x 3' x 4' N/A N/A GAFTEMP® Permalite Minimum: 1 /2" x 2' x 4' N/A N/A E'NRG'Y -2, PSI -25, ISO -95, Composite Plus, GL, GW Minimum: 1.4" x 3' x 4' N/A Fiberglas Minimum: 15/16" x 4' x 4' N/A Minimum: 1.3" x 4' x 4' N/A GAFTEMP® Composite, AC Foam Composite Minimum: 1.5" x 4' x 4' N/A N/A N/A GAFTEMP® Isotherm R, Hy -Therm AP, Pyrox, White Line, UltraGard Gold N/A N/A GAFTEMP® High Density Fiberboard, GAFTEMP® Fiberboard, Gypsum Board Minimum: 'h" x 4' x 8' N/A N/A ?N7A kli t Raul Rodriguez•/ ' i i.' 81 Product Control No.: 95- 0330.06 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Note: All insulation layers shall be simultaneously fastened; see Top Layer below for fasteners and density. Insulation Fastener Fastening Fasteners Fastener Top Layer Type Detail No. Per Board Density Approved Type(s): GAFTEMP Permalite Minimum: 1/4" x 2' x 4' Olympic G2 [1] 4 1:2 ft. Minimum: 3 /4 " x 2' x 4' Contite SP [1] 4 1:2 ft. Minimum: 3 /4" x 2' x 4' GAFTITE® 3'/2" [1] 4 1:2 ft. GAFTEMP® High Density Fiberboard Minimum: '' /2" x 4' x 8' Dekfast # 14, 15 S [4] 16 1:2 ft. GAFTEMP® Fiberboard Minimum: 1" x 2' x 4' Dekfast # 14, 15 SP [1] 4 1:2 ft. Minimum: 1" x 2' x 4' Rawl Drive S [1] 4 1:2 ft. Minimum: 1" x 2' x 4' Rawl Spike S [ 1] 4 1:2 ft. Minimum: 1" x 2' x 4' Olympic SP [1] 4 1:2 ft. Minimum: 1" x 2' x 4' Contite SP [1] 4 1:2 ft. Minimum: 1" x 2' x 4' GAFTITE® SP [1] 4 1:2 ft? Minimum: 1" x 2' x 4' HD Insulfixx [1] 4 1:2 ft. GAFTEMP® Composite Minimum: 1.5" x 4' x 4' Minimum: 1.5" x 4' x 4' Minimum: 1.8" x 4' x 4' Minimum: 1.8" x 4' x 4' Base Sheet: Ply Sheet: Olympic SIP [3] GAFTITE® S/P [3] Olympic S/P [3] GAFTITE® S/P [1] Product Control No.: 95 0330.06 8 1:2 ft 2 8 1:2 ft. 4 1:4 ft. 4 1:4 ft.. Note: Insulation panels listed are minimum sizes and dimensions; if larger panels are used, number of fasteners shall be increased maintaining the same fastener density. See Dade County Protocol PA 117 for fastener details. GAF requires a GAFTEMP® Permalite or wood fiber overlay board on all isocyanurate applications. One ply of GAFGLAS® #75, GAFGLAS® Stratavent® (Vent Ply) Perforated or Ruberoid® 20 adhered to the insulation in a full mopping of type III or IV asphalt at an application rate of 25 lbs. /sq. ± 15% or adhered in a strip or spot mopping of type III or IV asphalt; see General Limitation #4. (Optional) One, two or three plies of GAFGLAS® Ply 4, GAFGLAS® Ply 6 ®, or one or two plies of GAFGLAS® #75, or a single ply of Ruberoid® 20 fully adhered in type III or IV asphalt at an application rate of 25 lb. /s s t 15 %. 82 Raul Rodriguez Membrane: Surfacing: Maximum Design Pressure: Maximum Fire Classification Maximum Slope: Specification No.: Product Control No.: 95 0330.06 One ply of Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule, Ruberoid® 30, Ruberoid® 30 FR, Ruberoid® Mop 170 FR or Ruberoid® Mop FR in type III or IV asphalt at an application rate of 25 lb. /sq. ± 15 %. (Optional) Install one of the following: 1. Gravel or slag applied at 400 lb. /sq. and 300 lb. /sq. respectively in a flood coat of approved asphalt at 60 lb. /sq.. -90 psf; see System Limitations for specific systems with higher design pressures (Strip or spot mopping only to -45 psf). Class 'A'; see General Limitation #2. 1:12; see General Limitation #3. I -0 -2- 20/30, I -0 -2 -20/30 FR, I- 0- 2- 20/MG, I- 0- 2- 20/MGPFR, I- 1 -1 -MG, I -1 -1 -MGFR, I -1 -1 -MGP, I -1 -1- MGPFR, I -1 -2- 20/30, I- 1- 2- 20 /30FR, I- 1- 2- 20/MG, I- 1- 2- 20/MGFR, I- 1- 2- 20/MGPFR, I- 1- 2- 20/MGP, I- 2 -1 -MG, I -2 -1 -MGFR, I -2 -1 -MGP, I -2 -1- MGPFR, I -2 -1 -MGP, I -3 -1 -MGPFR 83 Raul Rodriguez General Limitations: Product Control No.: 95 0330.06 1. All asphalt shall comply with ASTM D 312 type III or type IV requirements. All proposed asphalt producers must be approved by the applicant. 2. Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Laboratories Roofing Materials Directory or other fire testing data listed by an approved listing laboratory agency. Fire ratings shall be in compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. 3. Maximum slope range shall vary for each system; consult current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance with design criteria for each project. 4. An overlay /recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip or spot mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq.. Note maximum design pressure restrictions on spot attached systems. 5. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. 6. All work shall be performed by a Contractor licensed to do roofing work in Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer. 7. In re- roofing applications, moisture content in an existing built -up roof must be in compliance with Section 3401.9(c) of the South Florida Building Code. 8. Prior to application, all existing roof surfaces used as a bonding substrate shall be tested for uplift resistance in compliance with Dade County Protocol PA 124 to the calculated design pressure of the roof deck. 9. If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or approved adhesives may be used prior to the application of the insulation layer. 10. Perimeter and corner areas shall have an increase in fastener density for both insulation and base sheet in compliance with Dade County Protocol PA 117 of the South Florida Building Code. 11. All attachment and sizing of perimeter nailers and metal profile designs shall conform with Dade County Protocol PA 111 of the South Florida Buil g C • de. 168 Raul Rodriguez Product Control No.: 95 0330.06 12. Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section II Permit Application. 13. Roll good materials shall be stored in strict compliance with GAF Materials Corporation requirements. 14. Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with Chapter 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 15. Asphalt moppings shall be with applied with asphalt approved by the applicant and shall be approved in compliance with equiviscous temperature (EVT) methods of asphalt application. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building Code. 16. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt at an application rate of 25 ibs /sq. t 15 %, or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive. 17. Pre - assembled cap nails may only be used for termination of fully bonded surfaces such as mechanical termination at wood blocking, head and side laps, and base flashing terminations. Cap nails shall not be used for the mechanical attachment of a base sheet. Tin caps are required by the South Florida Building Code. 18. The submission of system specifications and details shall accompany the Section II Building Code Permit. This information is available in the publications listed in the 'System Description' of this Product Control Approval. The submission of these documents, as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. 19. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 20. Fastener spacing for base sheet attachment is based on a minimum withdrawal resistance value of 250 lbf as tested in compliance with Dade County Protocol PA 105. If the fastener values as tested are below 250 lbf a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Dade County Protocol PA 105. Calculations shall be based on a rupture value (the fastener stress plate pulling over the base ply) of n9� mow than 90 Lbf / Raul Rodriguez, 169 21. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') of 300 lbf. as tested in compliance with PA 105. If F' as field tested, is below 300 lbf. insulation attachment shall not be acceptable. 22. GAF does not allow application of roof coatigs, other than a pour coat of asphalt and gravel, over its granule surfaced Ruberoidi products. 170 Product Control No.: 95- 0330.06 23. In addition to the requirements of this Product Control Approval and the South Florida Building Code, applicator shall follow the manufacturer's specifications. Raul Rodriguez ` Y 11300 N.E. 2nd Ave Date 3/11/96 Job Address Miami Shores F1 33161 Tax Folio 1121360000407 Legel Description Owner /ay MUM Barry University Master Permit # Owner's Address 11300 N.E 2nd Ave Miami Shores, Fl 33161 Phone 305 899 - 3052 Contracting Co. Hill York Corporation Qualifier Herbert Dell State #CMCO56642 Amt /Engineer Hill York Corporation Address Bonding N/A Address Mortgagor N/A Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECH ROOFING PAVING PENCE SIGN WORK DESCRIPTION Replace air conditioning chiller at Library Building Square Pt. N / A Estimated Cost(value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet'the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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 c• s ruction and zoning. Furthermore, I au y � ize the above -named contractor to do the work stated „AAA--- �f -' J (° Si_ nature., etoRI4&414160gobRePres dent Da e: i ,� . n _A_ Co►mnissio6F p4 ►t1S4 (/f c' t- f r7-./ Expires Jun. 12, 1999 the 1 �y � , Pri�c� 9991555 / t, t.rW u eQ Bonded by HAI — Notary as to Owner and /or Condj President My Commission Expires: FEES: PERMIT RADON APPROVED: Zoning PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Municipal # Competency # Ins.Co. Mechanical Plumbing_ 2125 S. Andrews Ave Address Ft. Lauderdale, Florida ' 33316 SS# - - Phone 954 525 - 2971 ;Arr ! g . atur Date: * J _ �"' K°n ouiasa co nab are My Commission CC471164 W Expires Jun. 12,1999 Bonded by HAI My Commission Expires: • c, Builder Notary as to Contractor or Owner - Builder * R* • 4 * * * * * * * * C.C.F. NOTARY TOTAL DUE Fire Other Building Electrical Engineering ' ADDENDUM TO BUILDING PERMIT.APPLICATION (AU AP.!LICATION FOR BUILDING PERMIT RUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS BEEN OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL 2 ITEM BATH TUB UNIT • FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE BIDET LIGHT OUTLETS CENTRAL HEATING DIM RECEPTACLES A/C MHO) DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) 188.3 Tons 9.75 1835 DRINKING FOUNTAIN SERVICE SIZE IN AMPS WCT WORK FLOOR DRAIN SERVICE REPAIR/METER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPT RANGE TOP UNOERGROUNO TANKS LAVATORY ' OVEN ABOVE GROUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSIRE VESSELS CLOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS SHOWER MOTORS OVER 1- 3 HP HOT WATER BOILERS SINK, POT /3 COMP. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION SINK, RESIOENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SUP MDTCRS OVER 8- 10 HP ELEVATORS/ESCALATCRS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 FP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 HP VIOLATION INDIRECT WASTES A/C WINDOW REINSPECTION WATER SUPPLY TO: AIR COOITIONERS A/C UNIT STRIP HEATER Code Compliance FIRE SPRINKLER GENERATORS TRANSFORMERS HEATER -NEW INST. GENERATORS TRANSFORMERS .50/1000 HEATER - REPLACE GENERATORS TRANSFORMERS 140,61849.00 X .50 70.0' LAWN SPRINKLER -WELL SPECIAL REPOSE SWIMMING P00L OUTLETS COMAERC1AL 1905.• WATER SERVICE SIGN TUBES SEWER CONNECTIONS SIGN TRANSFORMERS JTILITY -SEWER SIGN TIME CLOCK JTILITY -WATER FIXTURES SEPTIC TANK ANTENNA 1ELAY TELEVISION OUTLETS JRAINFIEI.D, 4' TILE/RES. 'IM VIOLATION & ABANDON SEPTIC TANK REINSPECTION $OAKA[E PIT CU. FT. :LATCH BASIN )1 SDiARGE WELL X)kESTIC WELL 4REA DRAIN lOOF INLET FILAR WATER HEATER :IRE STAIWIPE POOL PIPING .AWN SPRINKLER SYSTEM 1AS RANGE IETER SET (GAS) AS PIPING ' ADDENDUM TO BUILDING PERMIT.APPLICATION (AU AP.!LICATION FOR BUILDING PERMIT RUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS BEEN OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL 2 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. (1 -- 000 - o s° STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: 11300 'J e z"..0 ANC K 4C rho. 9 5 l.orr s , Dade, FL 33 t t. t See}sov. 3C. 2. Description of Improvement: 'Re.Q lacewicvd e L ibrav Ilcv- 3.Owner(s) name and address: api.c. r U v► vc•r s L"C1 11300 e N1�aMt S ko vcs FL 3'31 Ca Interest in property: ow4-). Name and address of fee simple titleholder: $4 -.-'c 4. Contractor's name and address: 1-1-t /e) C:0 2t S0,441 s Avon ue. Fa-. Lauderdale , R. 3 3 3 Ito 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: 1 ` r (& Amount of bond $ 6. Lender's name and address: No Nir 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: tJo a L: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: N o i.r E 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) A-p a t L. 30, t 9 ct 4. Signatu e of owner Print Owners Name te ddy E. Sworn to and subscribed before me this /oZ day of lbst -Q ?# , 19 76 . Notary Public 0intVersi t SevfL gat. 41 ea s # or- PJ .OL- coo', -PfintNotary's Name #�'Ry1 &4;a'4- G 2 IIY ommi sin Expires: �110-7 Vi o a:. ,.,_ CHERYL BA#OA GERBER My Commission Ctr370632 Expires May. OS, 1908 Bonded by HAI 8 00422 -1666 2 0 A.vevl ue. • �p COUw � - t the 1 Homo CBRtiiy t a o o A O 19 �•,S, end Offi Seal. Et W 'MESS my h i CLEW, ui dC HA1Z)�• �LIV4N By STATE OF FLOM ' true 0 0 t his is day n r 96R111852 1996 LIAR 15 12:29 Prepared by: 'dUs- V tlo� 3o.rry wart, X:, Address: 11300 1JG Z.( A 'ew•wZ 5 �o v r (z-L•. 331C 123.01 -52 2183 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE q/ !13.00 L, ouNOX, // bate (-lam Job Address fill/t//41 l gages 33/ ( Tax Folio l 1 Zl ‘ r3abd f0 7 Legal Description Historically Designated: Yes No 0%/t c / T ant i4 (°( u/C (U , SiT K Master Permit # Owner's Address BO AAtV /1114,4 / 1 / � — Phone g9 Contracting Co. n/11 / / 1 C dig.1i � / Address; 4 44t€h, ffi441 Qualifier /1J3 672-7— (De/- � SS# - - Phone 31 x29 ( State # GI ,o4 2 Municipal # Competency # Arobitin e 1 <l i �l /W & . Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDIN E ►. PLUMBING ME CAL ROOFIN PAVING FENCE SIGN id/ WORK DESCRIPTION (11,x'7 Square Ft. Estimated Cost (value) 7 ( *`te° 4.4'6 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the work stated. 0 ‘i) Signature downer and/or Condo President Date Signature of Contractor or Owner - Builder Date Notary as to Owner and/or Condo President Date My Commission Expires: FEES: PERMIT APPROVED: RADON Address. Ins. Co. Notary as to Contractor or Owner - Builder Date My Commission Expires: C.C.F. 7 NOTARY TOTAL DUE f Zoning Building Electrical Mechanical C L 4 , IK) J Qr 7 Plumbing Engineering • DONNELL, DUQUESNE & ALBAISA, PA. LETTER OF TRANSMITTAL CONSULTING ENGINEERS 4930 S.W. 74th CT. MIAMI. FLORIDA 33155 MOM 666-0711 FAX 866-5259 TO F (L 6 , tie --: b a g 6p GENTLEMEN: WE ARE SENDING YOU 0 Attached 0 Under separate cover via the following items: 0 Prints 0 Plans 0 Samples 0 Specifications 0 Change order 0 X Shop drawings 0 Copy of letter COPIES 4, DATE NO. DESCRIPTION ) () )no/ 44-L tA- /6 , ^ 14 -4 q Se o6 , /67.0‘e,cd E. 5 - -e?rtz4 2 e peen-0/A)& THESE ARE TRANSMITTED as checked below: 0 For approval For your use V4) As requested 0 Approved as submitted 0 Approved as noted 0 Returned for corrections V12l F 7/I-C-(1- COPY TO Date 41 1 Job No. Attention iUtni9-p-07 1 - ) L-A=. RE: BtfP Ur-) tV) 0 Resubmit-copies for approval o Submit____copies for distnbution 0 Return-corrected prints 0 For review and comment 0 O FOR BIOS DUE 19 0 PRINTS RETURNED AFTER LOAN TO US REMARKS P tiNtJOD _ a(.1 ie-m ho 6 s • • \/12. P 1 M . 1 el•Af769 cr. te>q,.sc,1/4-vor 1 c-ttpwc, SIGNED: 1.0/)/ (-, •• • i • • • ••••• f • •, • • . •• -- - rr . r_ aa -. • '' ••g• • . • to • • •, • w L ) +.yam .01:03 COMPUOIE .• • le " • 4 •• �' L• , • M • • j{ ' t • 4 ,,,.;• •:�,j • $ • :�! `a �-f•MJ7L 't • t • + t � • o •. � I , • . L: a _ : a Y� i. i;. t . rtt wIil:di kN'' f • Sys rd C°06... .;• , ••7• 7 y .. ' • ' Sy • gY " , L9 ,� � �Q1 y� q• • •'• (! :. • •. 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I u' .• •:: .. • • "4. • ..* • • • • . • • • ••• • • •e • • . •• 1 • • • • • • . . •• .14 i • • • ID 4 • • • r $ • • • 0 s • • • • 00.11.1.• • • • • • 0 • • • p.m.. ■■•••■•••■••••= ••• PROJECT NAME: BARRY UNIVERSITY - NATIONAL CENTER FOR TRANSPORTATION , EDUCATION, AND RESEARCH MIAMI SHORES, FLORIDA PRODUCTS INCLUDED: Arch Aluminum Series 4500 1 %" x 4 ' /z" flush glazed non - impact system NOTE: SHUTTERS ARE REQUIRED WITH THIS SYSTEM. ARCHITECT: N/A CONTRACTOR: N/A CLIENT: Architectural Aluminum & Glass Co., Inc. 15450 N. W. 34 Avenue Miami, Florida 33054 Phone: (305)681 -6849 Fax: (305)769 -1244 DATE: 3/27/96 REVISION: OTHER R. E. FISHER - WILLIAM M. MEYERS, P.E. CONSULTING ENGINEERS 9301 N. E. 6th AVENUE C -300 MIAMI SHORES, FL 33138 (305)557 -4006 (305)758 -3117 Fax: (305)362 -6282 M REFERENCE SHEET A PROJECT: CODES: VP (psf) . Gcpi = + 0.25 DP = gh[(GCp)- (GCpi)] qh = 0.00256Kz(IV) FASTEST MILE mph 1 SEE CHART Al 110 BARRY UNIV. RESEARCH CENTER CLASS /CAT.. USE INCR 7 COASTAL MRH/EAVE N. WIDTH TRIB. AREA SQ/FT. IMP. FACT. 1 NO NO 1.05 SEE REFERENCE SHEET (Al) 111* ( Under 60' use exp. "C" ) (ASCE 7- 88(`93) 6.5.3.3) MATERIALS: Aluminum: Steel: Stainless: Bolts: (WL) 6063 -T5 Fa= 9.5 = 12.6 ks (WL) 6063 -T6 Fa= 15.0 20.0 ksi 6005 -T5 Fa= 21.0 = 28.0 ksi (WL)6061 -T6 Fa= 21.0 = 28.0 ksi ASTM A -36 Fa = 22.0 = 29.3 ksi Type 302 Fa = 21.0 = 28.0 ksi (bar) 23.1 = 30.8 ksi (Sheet) Fs= 12.4ksi (< 1/2 ") SAE J429 Gr. 5 (> 1/2 ") A -325 REFERENCES (AS APPLICABLE): 1. Aluminum: Specifications for Aluminum Structures - The Aluminum Association. Aluminum & Vinyl Windows - ANSI/AAMA 101.93 2. Wind Loads: SEE ABOVE 3. Steel: AISC - 8th Edition. 4. Bolts: Industrial Fastener Institute - 5th Edition 5. Welding: AWS Current standards. 6. Concrete Inserts: Red Head, Hilti, Halfen, Wesanco, Tapcon, Rawl Data Sheets. 7. Wood: National Forest Product Design Manuals & ASTM 04.09(1990)D245 -88 8. Glass: AAMA Structural Properties of Glass. AAMA Curtainwall Manual #12 - 1984. AAMA Structural Sealants Glazing Systems. AAMA Curtainwall Manual #13 -1985. AAMA Glass Design For Sloped Glazing. AAMA Skylight & Sloped Glazing Ser. #1 -1987 9. Fasteners: AAMA - Metal Curtainwall Fasteners - TIR -A9 -1991 10. Railings: (a) Applicable Building Code. (b) NFPA 101 -1991 (c) ASTM E 985 -87 (d) AAMA CW12.(Glass). R. E. FISHER & ASSOCIATES, INC. 6315 GAGE PLACE B -305 MIAMI LAKES, FLORIDA 33014 (305)557 -4006 FAX # 362 -6282 (1) ( Basic Wind Speed (mph) = Category = 100 miles from coastline : At coastline : Exposure = Mean roof height (ft) = Unit Width (in.) Unit Height (in.) Building Width (ft) = 90 Building Depth (ft) = (3) Smallest Wall of Bldg.(ft) = 90 Height of Component (ft) = Tributary area (sq. ft) = Velocity Pressure I +1 (qz) = I 41.494 I Velocity Pressure f -1 (qz) = I 41.494 I Importance Factor = End Zone (7) (ft) = 4.500 End Zone (6) (ft) Width Interior Zone (5) (ft) = 72.000 Depth Interior Zone (5) (ft) = 282.000 Smallest Interior Zone (5) (ft) = End Zone: (7) Water Test Pressure = End Zone: (6) Positive Pressure = Negative Pressure = Water Test Pressure = Interior Zone: (5) 110 I C 65 84.000 191.000 300 65 111.42 1.05 4.500 72.000 Design (DP) Positive Pressure =1 48.30 I Negative Pressure =1 112.0 7.24 Design (DP) 83.82 Z24 Positive Pressure = 48.30 Negative Pressure = 55.39 Water Test Pressure = 7.24 ASCE 7 -88 > 60 Ft. (From Map) (I, II, III, or IV) All other bldas. (type 'Y' or leave blank ) (C = inland, D = coastal [ to 1500 ft. of shore]) (15, 20, 25, 30)t° PLAT ( 53.125 ) ( 76.000 ) 5850.00 19500.00 5850.00 (10, 15, 20, 25) P.S.F. P.S.F. Area (Sq. Ft.) End Zone (6) End Zone (7) 4032.00 15792.00 4032.00 Structural (Stp) 72.45 I 168.05 Structural (Stp) I 48.30 U 72.45 I I 125.73 Design Structural (DP) (Stp) 72.45 83.09 l Page 1 Wall Area Wall Area Wall Area 868.50 1813.50 868.50 P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. P.S.F. 949.50 1894.50 949.50 GCp I 0.914 2.450 GCp 0.914 1.770 GCp 0.914 1.085 A r,.11)421 'Pols <lQAla 2po>:4 , ge : 1,bbs coil) : oi0rn \dp( s 41 ,41 OP e 4) . 4(14tL- 0311- (0.'2 ' 50. C1 , 4 0) 0) 5040 Sb,6(, * 0.(50 570 LowlAsetn..63 4/2/96 ASCE7- 88r.xls , ROBT. E. FISHER - WM. M. MEYERS, P.E. Consulting Engineers 9301 Northeast 6th Avenue C -300 MIAMI SHORES, FLORIDA 33138 (305) 758 -3117 (305) 557 -4006 FAX (305) 362 -6282 JOB ?4 2-2»1 �J / hf�v6 251 - w 2Ec.Liaris IA CT (1— SHEET NO ` OF ^� CALCULATED BY 2EF DATE + ' CD CHECKED BY DATE SCALE L b, UNITS 7oNE 5 cPf1CAM aLj 1 1�I \ip , 4fq4 ps y CDOS Sr - c:VG 4 CJP Ca. Pct 'w L- = L C% ez f 14 s 9s7IS Lip (50. > 48_) �. 3`v� 12,'101;f1 LAI 1, l . LA V IA.A GN tZ P20?, Qz o C P 2(7m .LT 0 L 1--lt 87o `2.0 hEio 0‘1471 cr = 1.104 t f2, 12 Z : r ; ti-UP tc. Lot- \ Z ?ta<REAti , ts.c. Pr20V VS A 1 45oo 1 :z4 = 3, a 4 I n' 4 • ,3°l4 ■I•1 1 4∎A vu.l ok, 13 .1 , 1-- bd7tzotv1. c. 45o4 (Cioryn u4 e.)G 4S ? ,gcI Ir +4 ,216, 1IJ s S. 1L29 IN paz P eLs CC 1,10 C) IN r%`1 I EJ5 Pmc-r■ oN 1 .t� O,4'O,hti ROBT. E. FISHER - WM. M. MEYERS, P.E. Consulting Engineers 9301 Northeast 6th Avenue C -300 MIAMI SHORES, FLORIDA 33138 (305) 758 -3117 (305) 557 -4006 FAX (305) 362-6282 JOB la a212`i( UNlitf= 2c,l'1 Y QES fJnC l:�.'S� SHEET NO 2 OF CALCULATED BY 2F" • • , • -1 t„ DATE CHECKED BY DATE SCALE 4 c uEciL \/ C\AkJLuGk? VN►Ts' 5 1 l' t'. r 3.6 12 =0" F.S. (o 2 -6 . (b313u) Rs, ► , 3104,x? W i W v ti • mw siter SUS }, EL.. o4 =S Y "for marl* F1.r4S 10 • 3 FLOOR EL'35'•3 2" FILM ▪ EL. 3D • " U.S: bOFFC{ ]" — 1 cp . ,:,., T , t ,.,. %.... 1 ., ® E \ Ala o ? 1 M +- W • ROBT. E. FISHER - WM. M. MEYERS, P.E. Consulting Engineers 9301 Northeast 6th Avenue C -300 MIAMI SHORES, FLORIDA 33138 (305) 758 -3117 (305) 557 -4006 FAX (305) 362-6282 JOB la a212`i( UNlitf= 2c,l'1 Y QES fJnC l:�.'S� SHEET NO 2 OF CALCULATED BY 2F" • • , • -1 t„ DATE CHECKED BY DATE SCALE 4 c uEciL \/ C\AkJLuGk? VN►Ts' 5 1 l' t'. r 3.6 12 =0" F.S. (o 2 -6 . (b313u) Rs, ► , 3104,x? W i W v ti • mw siter SUS }, EL.. o4 =S Y "for marl* F1.r4S 10 • 3 FLOOR EL'35'•3 2" FILM ▪ EL. 3D • " U.S: bOFFC{ ROBT. E. FISHER - WM. M. MEYERS, P.E. Consulting Engineers 9301 Northeast 6th Avenue C -300 MIAMI SHORES, FLORIDA 33138 (305) 758-3117 (305) 557-4006 FAX (305) 362 -6282 Jos bR 2`-1 U ►y 1\02°01'1 `-1 2,= sGtVa.0 C.12 SHEET NO � 1 �- = OF r,, CALCULATED BY - 1f DATE " q (.0 21 1 CHECKED BY DATE SCALE G + Cu actG 17-V'1 s p_Aq 4 i r2--VVv ! rza � L 11LO s G A = C, Sca> o 7 t�oG ,= 16.44 I ?.3 >1. %6's c."‘ Z.1 . 2T - 3 - 51NSo` o 13c = 2 .'1'Lisle. G, too (;) (0.q' 0 , 1a .3t. s '2 :aa a - g ravi lc tsSPCCMDU 2 ' 4 Q. (co .q - p.20d O.2�0 - I?,cepin Us ° � ,2F.)3 0,P11.9 4- - a+z �.2, k4- I,3 4?; � > tb 12s 2 - _ 1441, A) log Q� r 1 014 (0,�3�, ,21 G, 2,12u. o2c.- ROBT. E. FISHER - WM. M. MEYERS, P.E. Consulting Engineers 9301 Northeast 6th Avenue C -300 MIAMI SHORES, FLORIDA 33138 (305) 758 -3117 (305) 557-4006 FAX (305) 362-6282 JOB A217J-P U lvl v(gaz.41-S Y 2C,t4 . SHEET NO. 4 OF CALCULATED BY DATE -, 1 i tl� CHECKED BY DATE SCALE 7.G CA-lac-14 A1-40 tJ02... 4 .0E 318 WGcc \Irro Crac251e WvVME, \-c= a Mkn. G 0.9 e. 1 1( 2 ' '�mr�- 25.1 F 7 - )6(t - z G ► ,S '' o� ?�S C ti> . '2,°7-44-2.71.5 1 , c00, 4- nec- PTA raLE 'Poo. 4L- G.CEP ° T �jTQV1® 1o. Crtz.u70 'J6 2 24- s CI��U AC,12 * 4 WEB tknO40 2 2 .S . 2. Cu "---c-tc- - Yu rzu -6m GIG j -t-12q COVJE2Tr2uT C yf I L 1- 4 4" 4 " 6 - 1 E j. /, 1.4v m 21 t o ( S 'Te-VI Yo 6VAuu Q) •S (Z)(0 090) 1 Ito .11hs-ti ,3. CL.J ps * 6 NM.FZS /,T_C00.NSO_ Muwc , :._. c 4A.t•nm Az7. X1 Q o vQ l(C- P• i ST 2 f14+ Srs'1. Al 4 sm. 136.1-.bw)j 1Sa••_ v► 20 0 " , GIUo ROBT. E. FISHER - WM. M. MEYERS, P.E. Consulting Engineers 9301 Northeast 6th Avenue C -300 MIAMI SHORES, FLORIDA 33138 (305) 758 -3117 (305) 557 -4006 FAX (305) 362-6282 JOB 7A m(2\1 ( )NIV' fLS t'SYQI ,tlAt2Q41 C��. SHEET NO CALCULATED BY , L OF DATE 7,.. • CHECKED BY DATE SCALE Ant:I40214-eics. G,Rf 7tzGE O_ QLM Y il-1.1 mQm ZOnc. OcC-Ori-to• ' 12v+ - % 1 (4t. S.I. CJLGIL Y es,9 . An uGirz47 )wwww Co/20_ C = 0 .98.o t 1 11 7 "Em© 2 (16I-1S t✓c 1•(9 >).,4 I1DIG,014 , 3.2, CJ 4 LV 'f S A* MUu-I(* -- Y 0.2 44 (\ .o 6 te. o14S .69x (r1 1)61-7? En r. , 4 LOA 0 f V psi v_ry ceZ C .c IL 1 3 tan (7-1 No) � .-. (&: ( c7.c96) �;�I �s 44, .4 I(9 2 1 , 3 (5. .� a')ya ,2s (47 (v)) •x -G, (2,0* 20 ((O,$) N (g(yZ ) . 4(1oi5 %) = a,aoq 74(.10sv)(0.413) ?C) (10,5) m G Om-IL/CI, 430 O• 11.4. < i5 Inisan_c -films \'S".. t . 0'4%0 Ci'I 4 I ICJ 04 12,E °I,S El EC 2 X 4." UN� 4 Dms- dr- Muu. 4 ,b Cu 7.k)212CN (C1 Lc., &4G6- 4. .1 -" W ") c p./E 1tS) L - S1 ( 44 (go L12 *44- (G o.:9 )- % I t .611., in Sq. _ 1(043' ( IIr'' —4 ' ∎ ∎ G( aI) L12 3 /. 2 8 �.(IO� b �(2,5 1 ,. > % O , CSI 3'" 4 1 1S (1% 1 %42) = >>L33 VI,' kg. I,043`. 1.566< ads. o.0' 10.5 4 zi Anc (z) Io.S" ROBT. E. FISHER - WM. M. MEYERS, P.E. Consulting Engineers 9301 Northeast 6th Avenue C-300 MIAMI SHORES, FLORIDA 33138 (305) 758-3117 (305) 557-4006 FAX (305) 362-6282 8 1 2 3 4 5 5 . 8 1 2 ; ..1 - Qes tub az.44 rz.. SHEET NO CALCULATED BY CHECKED BY DATE SCALE 2.E.F OF DATE 47'1 j ,Qi C148.C.,14- ;IS. E. 0 UM'S vvi. lob t 4 4 --> = 7)(10e), ab4 C■ot (" lc;)Clotja 7..6 I I 1N- 1. 4101 e 2 ,u, 4 0 VLI 4poort.o) 108/4 P ll " P=77- 11" " ‘ A toz c ,4 (Ioa)14 7); 4- • Ihi"c1t...44 3.2s 11.(2 4 '6 , Ociau)(o ditso) (3(1o82) 24(z."2.) cd 002G." ow P l (Z 4 in-e .14 1 462 0 v t-risrzfte.itcsv ULM' ler IN l'e LS, 10e t 60 0 toa0 cJ 741 4, i.1102, 0131 ro Ok 11..4. 9.$ qt Ce O. C - .).111.105-owseto I • ff . 0 .A. ..\ it --1 T 4\ : 7'• 6 Ef . . \ ROBT. E. FISHER - WM. M. MEYERS, P.E. Consulting Engineers 9301 Northeast 6th Avenue C-300 MIAMI SHORES, FLORIDA 33138 (305) 758-3117 (305) 557-4006 FAX (305) 362-6282 8 1 2 3 4 5 5 . 8 1 2 ; ..1 - Qes tub az.44 rz.. SHEET NO CALCULATED BY CHECKED BY DATE SCALE 2.E.F OF DATE 47'1 j ,Qi C148.C.,14- ;IS. E. 0 UM'S vvi. lob t 4 4 --> = 7)(10e), ab4 C■ot (" lc;)Clotja 7..6 I I 1N- 1. 4101 e 2 ,u, 4 0 VLI 4poort.o) 108/4 P ll " P=77- 11" " ‘ A toz c ,4 (Ioa)14 7); 4- • Ihi"c1t...44 3.2s 11.(2 4 '6 , Ociau)(o ditso) (3(1o82) 24(z."2.) cd 002G." ow P l (Z 4 in-e .14 1 462 0 v t-risrzfte.itcsv ULM' ler IN l'e LS, 10e t 60 0 toa0 cJ 741 4, i.1102, 0131 ro Ok 11..4. 9.$ qt Ce O. C - .).111.105-owseto I • ff . 0 ROBT. E. FISHER - WM. M. MEYERS, P.E. Consulting Engineers 9301 Northeast 6th Avenue C-300 MIAMI SHORES, FLORIDA 33138 (305) 758-3117 (305) 557-4006 FAX (305) 362-6282 5 5 78 1 234 5 7 8 1 234 5 6 7 8 1 234 5 6 .• Jost;AR, 2\1 UNIVM.Q..411 -265,pi k (2c,u OEsa SHEET NO 7 OF CALCULATED BY 26r— DATES , 271 ' /40 CHECKED BY DATE SCALE ,c) C. 4p SILL A0.. C,,it 1-1s.Arz -um, O. 4rr0) Fs( f242 /4(j 0 • (AO u. /r1. V447 Lost ro \N (Mom 1,1s_s.1 1,7) 7 0.19 (,.?) b10 .tt'l 0 1S "(, tvc1 /16 Ijcs Sv7 1 /44 4 4 , 1 - A9curvo brio Cixre-avv.(134srog;) -I 1) •S - T‘-(Pic.AL atrerr6S V 216 (CH) (c,c) 9, )it Siutogil I Q- 1 p441-1 GJR (16) 5 4 . c - rarcom . mit.). 4144: II • ln VI N a0 n ••• N VI 0 N 1•••• .2 •••- N N t12 n c0 <4 M al r- • In N r 21200UCT::,1.A.5:2bS ■261, 6■2; 5 2 3 2 ‘‘, ROBT. E. FISHER - WM. M. MEYERS, P.E. Consulting Engineers 9301 Northeast 6th Avenue C,300 MIAMI SHORES, FLORIDA 33138 (305) 758-3117 (305) 557-4006 FAX (305) 362-6282 •. 2 3 5 6 7 B 1 2 3 4 5 6 7 8 I 2 3 4 5 6 7 8 1 2 3 4 5 JOB gAr2,r2..1/44 eaS11 2asen et_u C. SHEET NO OF CALCULATED BY 12 DATE I '9 ce; CHECKED BY DATE SCALE j 1 -1 C1 SLAG U4■01 tiJ iscoa '2Q.Ne ti . Lloar 141_, (4(50.00 ,14 L-1 54 -70(2_0/14_4 CV2 q :) \(.•1 84 - r2.(1 (sone') •) sos A C( sl-)(7) 8?) - = C i3" < 0.1461 cid. Sbti Oc 't j (61 )(19 .36) - 1,0 71 0Ksi < 1 cv.. 5 9.3 10' 1 e k pV 6 &,== tatt(7.-0 r, I OZ1.1(f DO) Co 46 L 814 ) 1 4C2,1 2 ] 2 :- 0 diS). 0 ti I k.)6S I e n RLOC-Voing \ (;' 7 gL-0C-11-ao) •=1 1 160e;"S) - (7L.1 2 ) — 4 (10 is ima 00 I/ < .125 o5, c3- %2(10tc, C /004SO 0, aq" MS 2.. 5 ROBT. E. FISHER - WM. M, MEYERS, P.E. Consulting Engineers 9301 Northeast 6th Avenue C -300 MIAMI SHORES, FLORIDA 33138 (305) 758 -3117 (305) 557-4006 FAX (305) 362-6282 0 I_ 3 4 5 5 7 0 1 2 3 4 a JOB SHEET NO. e¢ S' to 'Pos.s ed.y3111. ; 7.1,Z��0.Loa3 Ncyl C3 ThJl4YamniC L 1 c.t10 (2.401E ePrztirt 4 VI tpa ,4rzr)-4 (D)N v 124:2I1t1 \ CALCULATED BY QT CHECKED BY DATE SCALE CO35 CL.IMCAc- A > f2.4 UNIT C Li P. rig 2 Vn I * T R cW' )n)r Cp Kozel E 1 .mb' 24" • 0 _23 DATE 12� 91" ROBT. E. FISHER • JOS. L Consulting Englnee 6315 Gage Place MIAMI LAKES, FLORIDA (305) 557-4006 (305) 2 3 4 5 6 7 8 1 2 3 4 5 8 7 6 OLDAN, P.E rs • 305 33014 88 -5145 4 5 6 7 8 1 2 3 4 5 6 7 7Ca■ 1 \ N = C i a — 1( 14ati 12,(3) s . 1101 6 Lbb = o14lol Wl_ 4 1,.,-;(1-701)(52) 215' 1N '$'2.4S 12C ) k° no1:$3) = I 7,710 /r;d, .4ote i l 043 a 3. 14 4 - 114 '(1.,15)$! f = UNIT kAtIc1 ID: /41 Icy 04, g. 0RI25 P ° 31 r z 33C3015) s- O!1065.ra.l. / 0; < Ot ok Sr = 0712 < 0 , y 3lo 44 P. 3S v 20,15" 0,44211'4' 5 is 0412.1x43 CaEcic Divri 144 I CI12.d'3 .)014(01 a ' (A,J12o -0. 117 Try - ;(It4 LoV .... %E) I.4go n Cry _ 1/60W 1iG1)•K12.0cm -c = d.9S71 ► 124. Pt ?sQ -'1 G5 Pa0V IAL3® CQ09 SlosoT' (,- i .2) Sx =� .39 q Irr 0,907 . . Gf1r e, I (r JOB ?jwz 2y UN I M.nss 1 QMo -Ot .LJ G-T F7- • SHEET NO 1 G OF CALCULATED BY 1 CHECKED BY DATE SCALE 3 4 5 6 7 8 1 2 3 4 5 12 .e,3 94(w) 7 8 87 " DATE . 21 Lo P 2 Q P 9 J tl E- 1- 1 :%. 1% ti 2,50 1N Th =O O irc`l ;61= 1 ,o'a31n 3 S =0,W3r IN'a MA ry WISIa 3 iu," g ciAa 33(0,10171 )_ I, 22 ICA 2 3 7- (0 :187) /40.LZ.q) 0.813ui �c s 2, 517 r' (,7-Z 1.3.737 i p,N >Z:157 oc V- 0C% - 1..0L13 4-0.61S ¢ 1.8SLIN 1 , 8 6 / , 1 . 4 0ra rrc3 of PRODUCT 207-I 7,rse35, 15 G70l51.l7a6 51011, 28 PEE t - 737.225.5ie5 ROBT. E. FISHER - WM. M. MEYERS; P.E. Consulting Engi eers 9301 Northeast 6th Av nue C -300 MIAMI SHORES, FLORI A 33138 (305) 758-3117 (305 557 -4006 FAX (305) 362- 282 � . o % 1 1 414 \N 1= 30 144 - \Pr z = 81+ - 31,46) .. re.. o d� 1 4� w 9(L,) ., t4-4 1'1 `g Cl cc) r \ -79 I , Le I I - 1.7. C rn c,& i 2AZ iras Lth e' P " - r 0 8e- 614 = 0,333 114 Q1 0.I1 Lotc X22 = O . I Lo 14. 1C47— DO0a-S DP = S.0 tz'4 ruin UsC' 10,0 tybr ,l��LII�0 Q-I1�D �J. 033 GJ Mvt.0 oN° 0 Sit It r- 30(:1>d311- �, jo 1 e = rz(LI)/s/14 4t ►a. i5(1s-)I2 + 10.4 19 1 , 100r- 11 1 13 , Pr OPMrzT E ' Qu a C szorn &.1 .S < 3.07.4 <h aci 4 JOB 7 IZII' i L)N1Y�fL�rT .( SHEET NO. 2P CALCULATED BY CHECKED BY DATE o- 0 O 3 r M o•' R.a SE420-1 DATE 3 . '9LP R MK," 2.15 , 22-3 32S 333 P 6 1S.S ?e0V1(612) 1=2on.4 # 2 Lc = 3.02,14 Ir1 5� : 1,3 tr, ROBT. E. FISHER - WM. M. MEYERS,. P.E. Consulting Engineers 9301 Northeast 6th Avenue C -300 MIAMI SHORES, FLORIDA 33138 (305) 758 -3117 (305) 557 -4006 FAX (305) 362 -6282 JOB A2fz,•S VN�v��vt E6 A W-! COQ• SHEET NO [� mi OF " 2-(( CALCULATED BY ' DATE 3 11- L ' CHECKED BY DATE SCALE 74 ANouo2Ac ; tit , - rApwns IN10 C c\rc267 e Fv = d‘L-1`2) v.-f Fgsr - 7 .1-i ,I, 1 -1mA0 Ancuo2.ke Qi rmUL../...ION (,12 = Oa JCota) e L, LA, StroC OF A, Clra- PAr•3 _ ,CeooK -12--r2- f 4 t=(.0.1 O. 1:146 v...°> omit) � 4 1 '1 , b S, ��, - S t w■ k 270 UISAQ 1.x.3 3/..r- w ! ¢ 0.04 \ \ ' - - 2 - / \ L . _•l -I- = &j 'F msfI e G. > 1C)'1 S O`� •6 p. 1 BARRY UNIVERSITY OPNG G V.MULL PROP. REQUIRED 07:48:10/03 - 31 - 1996 =====aaaamaaaovanomaeaeavaaaaoveaaaa aea aaaaa =a======== ========== === Elastic Modulus 1E +07 Allowable Stress 12600 Number of Nodes 7 Solution Points 51 No X -Coord Dis Rot Force 1 00.00 N 2 33.0 N 3 153.0 N 4 192.0 N 5 312.0 N 6 372.0 N 7 383.0 Deflection Summary Displacement Rotation Maximum 0.2571E +00 0.4234E -01 Shear, Moment and Bending Stress Summary Maximum Location Shear Moment Stress 0.7848E +03 0.1050E+05 0.1104E +04 Support Reactions Node X -Coord 1 0.0000D +00 2 0.3300D +02 3 0.1530D +03 4 0.1920D +03 5 0.3120D +03 6 0.3720D +03 a Shear Moment Deflection Moment Dist Load Inertia Sec Mod - 12.7/ -12.7 .667 12.6 I/1 s/1 / / I/ Location 0.1762E +03 0.2911E +03 0.3300E +02 0.2528E +03 0.3300E+02 Force - .2122D +03 0.1416D +04 0.9788D +03 0.1004D +04 0.1364D +04 0.3138D +03 4 4 eAer Minimum Location - .1809E +01 - .4287E -01 Minimum Location - .7760E +03 - .1392E +05 0.5639E -13 Moment ..i.i.l.441.1.1.W.,!•!•!•.M •I � 1 8. ?848E +83 - .7768E +83 8.1858E +85 - .1392E +85 8.2571E+88 - .1889E +81 t 7 0.2528E +03 0.2068E +03 0.3120E +03 0.3300E +02 0.3830E +03 rfr P. 1 BARRY UNIV. INTERIOR ENTR. DOORS - PROP. REQUIRED 23:47:31/03 -30 -1996 =======_========================= = = = == = = = = = = = = = == = == = = = = = = = == = == Elastic Modulus 1E+07 Allowable Stress 12600 Number of Nodes 3 Solution Points 51 No X -Coord Dis Rot Force 1 00.00 N 2 84.0 -94.0 3 114.0 N Deflection Summary Displacement Rotation Shear Moment Stress Support Reactions 1 3 Node Shear Moment Def lection Maximum 0.0000E +00 0.2644E -01 Maximum 0.1159E +03 0.4200E +04 0.3334E +03 X -Coord 0.0000D +00 0.1140D +03 Moment Dist Load - 1.6/ -1.6 ,/, ,/, Location 0.1140E +03 0.1140E +03 Shear, Moment and Bending Stress Summary Location Minimum Location 0.0000E +00 0.7296E +02 0.7296E +02 Force 0.1159D +03 0.1605D +03 a Minimum - .8861E +00 0.5928E +02 - .2348E -01 0.0000E +00 - .1605E +03 - .3235E -10 0.3141E -12 Moment 8.1159E +83 - .1685E +83 8.4288E +84 - .3235E -18 8.8888E +88 - .8861E +88 Inertia .633 0 Location 0.1140E +03 0.0000E +00 0.1140E +03 Sec Mod 12.6 .4 e vv MULLION / JAMB 13/4" �,�-3.074 -IN4 41- I I ct o «c 4500 SERIES CORNER JAMB H63 4500 SERIES G. 12.2q 11 ,4 4 1/2" .4 SD- 103 BONNELL 1 3'4 X 41/2 FLUSH GLAZED - 93 REV A BCE- 450 SERIES • 3 . 4 Ix = 2.517 in Sx = 1.043 in BCE- 459 7 / . 16 Iy = 0.450 in Sy = 0.436 in BONNELL #458 ARCH ALUMINUM # 4504 ANCHOR TYPE - CARBON STEEL ANCHOR DIA. (In.) INSTALLATION TORQUE (F1-4034 EMBEDMENT OEPn13 (In.) STONE AGGREGATE CONCRETE r = 4500 psi f 1 _ 3000 psi re= 3500 psi % � = 4000 psi r 41000 ps1 r 5000 psi Y 1 , .. 5500 psi Tension SHEAR Tension SHEAR Tension SHEAR Tsnslon SHEAR Tension SHEAR Tension SHEAR Tension SHEAR With Sp. Insp,3 Without SP 1nsp.4 With SP N<p.3 Without SP kap.4 With SP Bnsp,3 Without SP Iap.4 With SP I nip.3 Without SP knsp.4 With Sp. MP3 Without SP n, .4 With SP yisp,3 WHhout SP tosp.4 With SP MP3 WfithmA SP i sp•4 44 8 14s 1 23/4 270 610 680 135 305 340 405 305 670 715 155 335 355 445 340 725 745 170 360 375 445 390 750 765 195 365 380 460 445 755 770 225 375 385 470 500 755 775 250 380 390 485 560 760 780 280 380. 390 495 3 /s 25 Ph 3 4 625 1,065 1,220 315 535 610 765 690 1,205 1,325 345 600 660 975 755 1,345 1,425 380 670 710 960 805 1,390 1,460 400 695 730 980 845 1.455 1,515 420 725 760 1.000 885 1.485 1.550 440 745 775 1.020 925 1.511 1.580 460 760 790 1.035 1 /2 55 244 44s 6 830 1,420 1,530 415 710 765 1,115 1,040 1,775 1,745 520 755 870 1,485 1,250 1,605 1,960. 625 800 980 1,590 1,290 1,835 2,250 645 915 5 1.680 1,330 2,155 2.595 665 1080 1,300 1.770 1380 2.475 2.940 690 1,240 1.470 1.860 1.395 2.800 3.285 700 1.400 1,645 1.945 '/s 90 23/4 54 71/2 1,225 1,955 2,605 615 980 1,305 2,800 1,535 2,120 2,735 765 1.060 1,370 3,115 1,840 2,285 2,870 920 1,145 1,435 3,135 1,920 2,545 3,115 960 1,270 1,555 1120 2.000 2.865 3,435 1,000 1.435 1.720 3.120 2.090 3.190 3.755 1.045 1.595 1,880 3,120 2.175 3,510 4.080 1.085 1.755 2,040 3,120 3/ _ 175 344 6 0 1,720 2,450 2,640 §RR 4.090 2,020 3,130 3,520 1.010 1.565 1.760 4,375 2,315 3,805 4.395 1,155 1,905 2,200 4,425 2,420 3.940 4,850 1,210 1,970 2,425 4,500 2.520 4,080 5.300 RI! N N 4,580 2.620 4.210 5.740 1.310 2,105 2,870 4.660 2,715 4,345 6.185 4,735 7 /s 250 3 64 8 2,215 2,960 3,125 1110 1,480 1,560 4.410 2,705 3,655 1835 1350 1,825 1,915 5,600 3,190 4,350 4,545 1,595 2,175 2,275 5,960 3,290 5,005 5,140 1,645 2305 2,570 6,240 3,380 5,645 5,740 1.690 2,820 4,8m 6.520 3.480 6,280 6,335 1.740 3,140 3.165 6.800 3,570 6,915 6,915 - 1.785 3,455 3.455 7,075 1 300 4 7 1044 3,765 5..540 7,435 IV; R NM 6,190 4,335 6,280 8,195 2,170 3.140 4,095 6,795 4,910 7,020 8,950 2,455 3,510 4,475 6,660 �aZSR V1 F O' 2,545 3,800 4,665 7,110 5,270 8,180 9.700 DO. NY V' 7.555 5,440 8,775 10,080 8,000 5.620 9.335 10.465 2,810 4,665 5.230 8,450 144 500 51/2 8 10% 4,490 7,640 9,735 2,245 3,820 4,870 9,015 2,685 4,980 5,945 10,460 6,240 12,280 14,040 3,120 6,140 7,020 10,495 6,630 12,680 14,560 3,315 6,340 7,280 10,930 7.020 13,070 15.440 3,510 6.535 7320 11370 7,410 13,461 15,775 3705 6,730 7.890 11,800 7.800 13,855 16,115 P O� O M y 0 00 § N 12,240 ANCHOR TYPE - STAINLESS STEEL ANCHOR DIA. 0A4 MINIMUM EMBEDMENT On.) STONE AGGREGATE CONCRETE r = 2500 psi r = = 3000 psi P 500 Pal r = 4000 ps1 f' _ •• 00 Lei woo psi P = 5500 psi Tension Tensbn Tension Tension Tension Tension With Insp,3 Without With Without k�4 SHEAR k .3 k e 4 SHEAR With 6 3 With Without hup,4 SHEAR Ureµ3 k�4 With SHEAR kmP3 irop.4 SHEAR 6np.3 Insp.,' SHEAR i sp.3 W� hap.4 SHEAR 44 14s I [slue 2 N � � •—■ � N 145 350 175 345 530 720 360 555 380 765 380 415 750 770 210 �46 375 580 " � �+Y 385 775 O O �� �Il 0 FO N M 510 255 550 590 780 390 605 790 785 390 795 'N 6' P tfi F, $ r- F n Et 615 '0 625 3 /8 11 3 4% .— M 700 350 775 1,205 605 900 1,425 710 I �DF V'1 pp NN 760 1,320 1,515 380 785 395 660 1,030 1,415 710 760 1,600 800 795 400 805 400 1,050 1,495 750 1,070 1,580 790 1,675 835 1,750 875 815 1,095 1,660 1,825 405 830 910 1,115 42 55 2 44 4 6 00 4 O 410 1,000 500 815 1,845 1,775 890 2,060 885 2,025 1,010 1,180 1,925 2,270 590 1,200 600 965 2,270 2,150 1,075 1,135 2,495 1,245 1,230 615 1,270 635 2.340 2,420 1,210 2,410 2,690 1345 2,695 1,350 2,900 1,450 1,275 2,480 2,960 3,105 2,550 % 90 2 1,235 54 2,555 • 71/2 2,635 615 1,505 755 1,275 3,040 2,665 1,330 3,075 1,320 2,780 1,390 1,775 2,775 2,925 890 1,860 1,385 3,110 2,975 1,460 3,200 aq.g §rR a •-+ fV O e• FRI 1,920 960 2,000 1,000 3,400 3,235 1.615 3,680 3,495 1,745 3,560 1,780 3,920 1,960 2,045 3,965 3,755 4,280 1,025 1,875 2,140 4,250 3 /4 175 344 1,760 6 /s 2,840 9 3,030 880 2,060 1,030 1,420 3,930 3,255 1,625 4,200 1,515 3,390 1,695 2,355 3,670 3,750 1,175 2,450 1,225 1,835 4,470 3,970 1,985 1,875 4,210 2,105 2,550 1,275 2,640 1,320 4,680 4,270 2,135 4,890 4,570 2,285 4,735 2,365 5,260 2,630 2,740 5,095 4,870 5,785 1,370 2,435 2,890 5,300 7 /8 250 3 2110 644 2,435 8 3,455 1055 2,820 1,410 1,215 4.900 3,155 1,575 5,500 1,730 4,570 2,285 3,530 3,870 5,685 1,765 3,620 1,810 1,935 6,110 4,670 2,335 2,840 6,090 3,045 3,700 1,850 3,780 1,890 6,435 5,525 2,765 6,755 6,380 3.190 6,500 3,250 6,910 3,455 3,870 7,080 7,235 7,315 1,935 3,620 3,660 7,400 1 300 4 2,960 7 4,105 101 4,090 1,480 3,630 1,815 2,050 5,870 4,435 2,215 6,780 2,045 4,625 2,315 4,305 4,765 5,165 2,150 4,630 2,315 2,380 7,685 5,190 2,595 2,580 5,690 2,845 4,960 2,480 5,290 2,645 8,240 5,685 2,840 8,790 6,175 3,090 6,205 3,100 6,720 3,360 5,620 9,350 6,670 7,235 2,810 3,335 3,620 9,900 TABLE NO. V -RED HEAD WEDGE ANCHOR ALLOWABLE ( W t k (3,0 1-7 1 f,n f t. 4, 2 SHEAR AND TENSION VALUES (Pounds)t 2 onfmue id de: HM..11 HLUI'IINUI'I Jl•IJJbGotot 133!31/94 09:15 '003 375 2905 Cut . C; UAW 1r1, 'w PRAfltTCT f`f1NTROl , Wafer OF AcrFPTANCF Arch Aluminum & Glass Company 1400 S:W. 6 Court, S Pompano Beach, FL 33069 Your application for Product Approval of: Series 4500 Flush Glaze System under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction. and completely described in the plan, specifications and calculations as submitted by Jahn C Olson, P.E. along with Miami Testing Laborawry, Inc Test Report No. .15$22 dated Ill/le/94, signed and sealed by John C Olson, P. E • has been recommended for acc eptaJ1 a by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et sec). and the Standard • • Conditions on Page .3 . • The approval shah be valid for period of tlucv years. The Office of Code Compliance reserves OW right to require retesting of Oda system within the first two o!'the approval should any amendments to the South Florida Building Code be enacted affecting this component or roof system. ACCEPTANCE'Ne, ; 4d,1)31 o_n1 EXPIRES . —;. oshgr97 • ';.PLEASE NOTE [' ffluTfOjy$ littp.DJIVC411111r. rrnl�fMlTT1rF,. This application for Product Approval has been reviewed by the Metropolitan bade County Building Code Compliance Department and approved by the Building Code Comnuttee to be used in Dad: County, Florida under the conditions set forth above. APPROVED :, Alt/ 1 /W44 METROPOLITAN DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING M ALMI1JG CODE COMPLIANCE DEPARTMENT SUITE MIETR0 DADS R ADLER BUILDING 140 WEST FLADLER STREET MIAMI, FLORIDA 33130.1563 (306) 376-2901 - FAX (305) 375.2906 it Dia .. P.E. . roduct Control Division Supervisor / 44 Charles Danger, .P.E 9 Director Building Code Compliance Dept Metropolitan Dade County IVU.J14 ( CJJ1 /CJClJ uu ► .RS PAR SPF.r1Rir 4 ANn f :FNG'RAT. ,. • 03'31/94 09:10 ,arch ,sjye►inum & Glass Co, HKl t1 HLUI'I1 NUI•I ' JYJJ74040 : $308 375 2808 CODE COMPLI. 'iCE NOTICE OF ACCEP3'ANCE: DESCR1PT1QN OF Tzar • MQDELJESIGN4TIO Series 4500 13/4" x 4 1/2" Flush Glazed Aturni unt Window Wall System OVERALL . SY?!rt S' 0 " wide x 8' -0 "high CONFI(TYRATIGN: 0/0 ; 0/0 WEEJtJQLES: None. • - 2 - ACCEPTANCE No,: 94 -931QS �IIpA 181294 APPROVED EXPIRES : MM 2 8 1997 spR(3FIC CONDITTOM, ASSJGNED ,i.CC.F.PTANC$ MARKINGS AAMA 101 -93 Dada County Approval #94- 0310:01 Expires. Approved for installation up to 75 Ft. above grade. CAUTION: •Elevation must be re4vccd in the coastal construction zone No X SIZE, OW PANELS: 'Four, each with a cleat opening of 45 3/8" wide by 45 3L8" high. GLAZING MATERIAL: 1/4" tempered glass. GJ,AZING METTIQD; Pocket glazed from the exterior ruing a vinyl wedge between glass and aluminum. An extruded alwiainum glazing bead at bottom of each light on the extedor, earb %vich a vinyl wedge between glass and bead. 1141LINT1N$: None. MULLIONS:, One vertioal.pntllion,13 /4" wide by 90" long at midspan of frame. Two horizontal n ullions,13 /4" wide by 45.1/8" long,at midspaa. • j211NVA1I'F.MF.NT• None : 4DD[T ANAL DESCRIPTION; Equal leg type frame. Two #8 x 1" PHPSIvIS faitcne4tt ru splines in horizontal members are used at elwh juiat to secure vertical mullion rnd jwnbs. A.,I1 joints an interior fun exterior are sealed, • iI Diamond, P.E. Supervisor Product Con I Division 1 4. JiL f - JJ .. C�CJ.7 ;J QUe, EXTERIOR WIND LOAD (PSF) ASTM E330 POSITIVE 76.0 PSF INTERIOR WIND LOAD (PSF) ASTM E330 NEOATIVE . 76.0 PSF •. WATER RESISTANCE (PSF) ASTM E547/2331 (No Leakage at) 10.40 PSF , • - . AIR INFILTRATION @ 1.S7:PSF . ASTM E2$3 ( :0.13 CFMJFT 0.09 CFIviiFT • FORCED -ENTRY RESISTANCE (F.E.R.) N.R, Design Pressure 50.66 PSF 4 12.18/95 07:17 ARCH ALUMINUM 4 3053626282 %2305 J f a 2906 (:U!)P, 1.011P .1AVl.Iz 4/, d 09:17 Arch Aluminum and Mass Co. ACCEPTANCE Nu.: 9441310.01 -2a- APPROVED EXPIRES )1QLUCEQP ACCEPTANCE: SPECIFIC CONDITIONS SULTS: teg 2 8 1994 MM 2 8 1997 jPROS DYORELEVAT1ONS UP TO 75 Ft. above ablingarade va unt . . S WS ANT) METIff fF ATTACHMEMf: Sill : N 14 x 3" Wood Screws or 1/4" x2 1/4" Tapcons Header 014 x 3" Wood Screws or 1/4" z 2 1/4" Tamils Jambs.: # 14 x 3" Wood Screws or 1/4" x 2 114" Tapcous MTF.. Please ae{ Nate • 1i l L Pty 3 This product Must be re - evaluated for structural adequacy when install ed within the Coastal Construction Zane in accordance with Chapter 23 Subsecti Building Code. All at 4" from each end and • 16" on center. Typical t L1 Diamond, P.E. Supervisor Product Control Division e South F ' da P003/00 :wou, 4 ' r • • NOTICE OF ACCEPTANCE: STANDARD CONDITIONS FOR GLAZED PRODUCTS 1. For multiple window installations, approved mullion drawings and calculations must be filed with Product Control. 1G� 10 7J YH : c•: Mr.v.n ry1-uri 4I 4'1 7 J GULVL 2. This Acceptance will qualify smaller units of the same design and as the unit tested. 3. All units must be labeled. eivine the manufacturer's name. Dade County Product Control Approval Number, aooroved elevation and date of expiration. 4. Extension of Acceptance may be considered after a new application has been filed and the supporting data, for test reports less than four (4) years old, has been re- evaluated. 5. Any revision or change in materials, use or manufacture of the product shall automatically be cause for termination, unless prior approval is granted for revision or change. 6. Any unsatisfactory performance of this product or a change in Code provisions shall be grounds for re- evaluation. 7. This Acceptance shall not be used as an endorsement of any product sales or purposes. 8. Aluminum windows and sliding doors have been tested in accordance with ANSI/AAMA 101 -38 or for wood window unit by ANSI/NWWDA I.S. 2 -87 and sliding doors ANSWi W'VDA I.S. 3 -8 and swing doors ANSI/NWWDA I.S. 8-88. 9. Swinging doors shall be tested for positive and negative wind pressures as per Chapter 23 of the South Florida Building code. 10. Hardware for ail windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. 11. The spacing of fasteners shall be as tested or 24" whichever is less. R The first fastener shall be located a maximum of 6" from each corner and mullion or stile. Minimum penetration of fastener shall be as tested or 3/4" whichever is higher. No wood or plastic shields or pins shall be used. • Unless otherwise Doted in the test report, minimum size of screws shall be No. 3 for first and second'floor installations and No. 10 for all other floors above the first and second floors. Jteyised 5 - 20 - 92 . it Diamond, P.E. roduct Control Division • Supervisor