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CC-15-3013 r 1 I P 4� l E ;JAP I.A a Eiw' 0,RX 141 mt MI, .................... ia d'J Jill, wt;. q I�IiO fi)*O�"Wi 'PIZ fr%- go StOR LliC.Nic.19�j "0�` Miami shores Village ORIDA Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Name: Fax: (305) 756.8972 Permit # AZ -/7"- o 13 _ Email: ems• e�•��.,o z®Sk�nskc.c Phone # `7S Y — 95�Z-y9�6 �_� CERTIFICATE OF OCCUPANCYICOMPLETION CHECK LIST ❑ Building permit card. ❑ Surveys (2 copies) Final as built- Required Items: Elevations of buildings showing all intended setbacks from property lines and other existing structures. Ingress+ Egress, required parking spaces, Wheel stops, stripping, and all paving to exterior. ❑ Certificate of Elevation—(Sealed by surveyor). Expiration date required on the form. ❑ Certificate of Insulation. ❑ Certificate of Soil Treatment(Final treatment-original)\ CHAPTER 2913-5 TERMITE PROTECTION: "This Building has received a complete treatment a for the prevention of subterranean termites. Treatment is in accordance with the rules and law as established by the Florida Department of Agriculture and Consumer Services." ❑ Health Department Approval Letter(On septic or private water). Note: If the house is on septic tank, approval letter is required from Health Dpt. ❑ Soil Compaction Letter(Density report is required) ❑ Final certification letter from the Engineer/Architect (on masonry, trusses, special structure, etc) ❑ Backflow preventor certificate (Required on commercial projects only) ❑ Declaration-of use. (Recorded in Miami-Dade Clerk of Courts) PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO _-Emergency-E0-(Without24-Hrs-Processing)-Additional-fee-is-$80:00:- ---- ---------------- • Temporary CO (Up to 90 days max) $75.00. • Residential CO $150.00 • Residential CC $50.00 • Commercial CO and CC$200.00 -�...•-o•- ��rs'9r--•.[,--se••� s------�^L'��7►*'J'°""°'f-""M��--Y--.-•--.-_�_,�....,� a y,_...�.®...v... i t a•. a ��0 i } y xis - RECORD '- # � � �� :POST.ON-SITE ,,. ^ CC'_*1=1a5-301 Vit' ! i . Perm►t;NO. k yKoaS.,yi Miami Shores Village Apo 1►rilt,Typ OitttilerGiAl CopstWctlon" '10050 N:E.2nd Avenue un ruin^ - - _ ?a,� ?: kami Shores fFL33138-0000,,..' �, �: Wort ClassrfCetlon .tBCatlOfl `,�_ncPhone: (305)795-2204 FdfT (305)758 8972' , r „k• c 0xt1DP► ,k '' Issue Date:8/9/2016 X02/05/2017 4xpires: _ � � z rese.cq •...� � •air �> .: INSPECTION REQUESTS 305)762-4949 oeLog on at https//bldg mia�r7rlsho Vi .vllla g mlca , G� sg°k REQUESTS ARE ACCEPTED DURING'13:30AM-•,3:30PM FOR THE FOLLOWING'BUSINESS,DAY.�, p Requests must be received by'3 pin for'folI4 hg day inspections. r Commerciall Construction P 2 al A�.• arced # 11 136001'0160=06" Owner's,-Name:BARRY1`UNIVERSITY' i, Owner's,Phone:' Job`Address: I 11300 NE.2 A , al _ taSFeet!;, 17806> Tol quace Wian- Shores- ;. E F .3�1 8-00017 k"{ I `Total,Job Valuation: ` $ 1,871;326.00, Bond Numbers #. - �A t t' • - J '3' - 4 # t ., 4WORK IS ALLOWED r,ut »MONDAY'THROUGH FRIDAY,B:OOAM'-7:OOPM COrltraCt0�1S)r. r Phone ., Primary.Contracto'r;= SATURDAY 8 OOAM`-6 Oop'M. SKANSKAUSA BUILDING INC (954)920-5167- Ye"s NO WORK.IS ALLOWED ON SUNDAY OR•HOLIDAYS; r BUILDING AND ROOFING INSPECTIONS ARE'DONE MONDAY THROUGHr FRIDAY.,. ;. y ell e fs It Ti 0 4 ,.— AT" Iva •- -,. . 4.70 a _ 4. E MADE UNLESS THE-PERMIT CARD ISDISPLAYED AND HAS BEEN-APPROVED.Y # ` l'HE,RERMIT APPLICAN • � PLANS ARE READLY AVAILABLE. IT IS . NO INSPECTION WILL B T'S RESPONSIBILITY:TO ENSURE THAT_WORK IS ACCESSIBLE AND EXPOSED'FOR_lNSPECTION'PURPOSES.,,NEITHER THE BUILDING OFFICIA0NOR THEICITY SHALL,BE LIABLE•FOR-EXPENSE'ENTAILED]N'THE REMOVAL OR'REPLACEMENT.OF.ANY MATERIAL w _ y 'REQUIRED TO ALLOW_INSPECTION`.'": � � � • WARNING,,' TO ER', -YOU,R FAILURE' . TO RECORD A` NOTICE OF CO M' ENCEM'ENT:'MAY RESULT INr',YOUR PAYING ,-TWICE FOR`' IMPROVEMENTS. .r, TO YOUR PROPERTY. A_.N6-IC'E OF COMMENCEMENT MUST' BE RECORDED . ;3 a.. a >> AND_ POSTED ON: THE JOB SITE ..BEFORE THE, FIRST INSPECTION. , IF YOU INTEND Y'TO� OBTAIN• FIN/ANCING-, �CONS,ULT "1NITH' YOUR' �'LENDER_� OR M.'ANr �" ATTORNEY BEFORE COMMENCING, WORK. OR -.RECORDING YOUR 'NOTICE SOF NC COMM EEMENT. �' ° (3 r i• p .-t. d=3+•aC+.a x`Izw.�r+§le!h_�flm.�..+4.a��t..w--.--..n4-.+a.-..+r+�,__.>e.a.�.e_a�.._.+a-w�.�.>�,�^� -�w...daa .w.�..n�Y,wrti.__.1�.-..r�..e....,.-�.1'.uF__�a.__.___. ._aa-__.a ml.-_.._...1-.u,-S.S%'.• ._ Y INSPECTION RECORD POST ON SITE Permit NO. CC-12-15-3013 ; OR Miami h� Miami Shores Village PermifType.lCor>�rnerclal;Construction :. LI 10050 N.E.2nd Avenue ""'l" '' !1Work�assn�c G n '�teration r� 1Mtam1 Shor@S,FL 33138-0000 R�n,,�• z ry 1 ;7 n..hs�1,.,.�.,,ter+�+�a+c'�.0- +•+�s+ti. Q - �° :Phone. (305)795-2204 Fax: (305)756-8972 FtoR►u� tissue Date:8/9/2016 Expires: 02/05/2017 INSPECTION REQUESTS: (305)762-4949 or Logon at https://bidg.miamishoresvillage.comlcap REQUESTS ARE ACCEPTED DURING 830AM-3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be re'ceived by 3 pm for following day inspections. Commercial Construction Parcel #:1121360010160-06 Owner's Name:BARRY UNIVERSITY Owner's Phone: Job Address: 113@0 NF 2 AyenueSuite' Fine Arts_Quad•T T Total Square Feet: 17.800 Miami Shires FL 33138-000 Total Job Vattfa : $ 1,871,326.00 Bond Number: WORK IS ALLOWED: _ MONDAY THROUGH FRIDAY,8:OOAM-7:OOPM. Contractor(s) Phone PrimaryContractor SATURDAY 8:00AM-6:OOPM. SKANSKA USA BUILDING INC (954)920-6167 Yes NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. I Hit) y OF 1- - LO JOB AT T1110M. IMP I) r C^1- kA3(j(- .sem / NO INSPECTION,WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANT'S RESPONSIBILITY T&ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. INSPECTION RECORD,STRUCTURAL ZONING . INSPECTION DATE INSP INSPECTION LATE INSP INSPECTION �TE ;t:INSP Foundation Zoning Final7. Stemwall ZONING COMMENTS Rough Slab Water Service Columns(1st Lift) 2"d Rough Columns.(2nd Lift) Top Out Tie Beam Fire Sprinklers Truss/Rafters Septic Tank Roof Sheathing 1 Sewer Hook-up Bucks Roof Drains Windows/Doors ELECTRICAL Gas Interior-Framing INSPECTION DATE INSP LP Tank Insulation, Temporary Pole Well Ceiling Grid 30 Da Temporary Y p ry Lawn Sprinklers Drywall Pool Bonding Main Drain firewall Pool Deck Bonding Pool Piping Wire Lath Pool Wet Niche Backflow Preventor Pool Steel Underground Interceptor Pool Deck Footer Ground Catch Basins Final Pool Slab Condensate Drains ,,Final Fence Wall Rough HRS Final Screen Enclosure Ceiling Rough _ Driveway Rough PLUMBING COMMENTS `Driveway Base Telephone Rough Tin Cap Telephone Final Roof in Progress TV ftug h _ Mop in Progress TV Final Final Roof Cable Rough Shutters Attachment a Cable Fin Finat'Shutters Intercom Rough Rails and Guardrails �41 Intercom Final I ADA corn pliance A!arm Rough INSPECTION DATE INSP Alarm Final Underground Pipe DOCUMENTS Fire Alarm Rou Soil'Bearing Cert Fue_Alarm Eunal_ h Soil Treatment Cert Ser.;ice Work Wrtti _ v— �. v v Floor Elevation Survey p Ventilation Rough Reinf,Unit Mas Cert V ELECTRICAL COMMENTS HOOd Rough; Insulation Certificate est' : . , Pressure T , Spot.Survey Final Hood .,,,a Final Survey .. •Final Ventilation Truss Certification Final Pool Heater STRUCTURALCO-MMENTS " Final Vacuum A11 1z MECHANICAL C M TS INSPECTION DATE INSP T Final Sprinkler vx qcp Final Alarm Or, 3i i ♦SNORESINC 1-93Z r'I �t @oil J googol" Miami shores Village � 4r- �� Building Department �ORiDA 10050 N.E.2n'd Avenue ((75Y) 9sZ_ `156 Miami Shores, Florida 33138 / Tel: (305),795.2204 Fax: (305) 756.8972 CERTIFICATE OF OCCUPANCY/COMPLETION CHECK LIST ❑ Building permit card. ❑ Surveys (2 copies) Final as built- Required Items: Elevations of buildings showing all intended setbacks from property lines and other existing structures. Ingress+ Egress, required parking 0 spaces, Wheel stops, stripping, and all paving to exterior. ❑ Certificate of Elevation—(Sealed by surveyor). Expiration date required on the form. ❑ Certificate of Insulation. ❑ Certificate of Soil Treatment(Final treatment-original)\ CHAPTER 2913-5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and law as established by the Florida Department of Agriculture and Consumer Services." ❑ Health Department Approval Letter(On septic or private water). Note: If the house is on septic tank, approval letter is required from Health Dpt. ❑ Soil Compaction Letter(Density report is required) , ❑ Final certification letter from the Engineer/Architect(on masonry, trusses, special structure, etc) ❑ Backflow preventor certificate (Required on commercial projects only) ❑ Declaration of use. (Recorded in Miami-Dade Clerk of Courts) PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO • Emergency CO(Without 24 Hrs Processing)Additional fee is$80.00. • Temporary CO (Up to 90 days max) $75.00. • Residential CO $150.00 • Residential CC$50.00 • Commercial CO and CC$200.00 4 { u d, !F SPECTI.O�Nk RECORD ES S ZONING PLUMBING INSPECTION DATE INSP' ? INSPECTIONd, DATE I-NS Pr INSPECTION%i rT. .;_„ r DATE INSP Foundation' y Zoning Final. . Stemwall - ' ZONINGCOMMENTS Rough ''' Slab Fk WateraService � , .Y C6lumns"(1st Lift) n nd Columns-(2nclift) :..' ' .. I '• - 2, Rough • Tie Beam' _ T9p Out Truss/Rafters ' ''`T' Fire Sprinklers x SepticTank Roof Sheathing`- t7u ' Bucks Sewer Hook-up 4 Roof Drains Windows/Door`s v_ t FrELECTRICAL Gas '. Interior Framing ;y r INSPECTION. `r DATE INSP LP Tank ' { Insulation ,` Temporary:Pole Well - Ceiling Grid: `i - 30 Day Temporary... u T LawnSprinkl'ers Drywall w Pool,Bonding ; Maim Drain'- Firewall , , Pool_Deck-,Bonding, , Pool Piping_ :.r a. Wire Lath" Pool Wet-Niche. Backflow Preventor Pool Steel' _� Underground mterceptor r - ` Pool Deck, w Footer G'rouhd Catch,Basins'" �':T ` I Final Pool _ y� Slab = ,� Cori'densate Drains t ,Y Final Fence;; Will Rough," Screen Enclosure Ceiling,Rough 7,7 DrivewayRougMENTSDriveway-B'ase t * 1-7 = Telephone Rough' ;��Tin Cap TelephoneFinal. " f Roof'in ProgressTl%RoughMop in P.rog'ress "F4' TV FinalFinal Roof dy a Cable Rough Shut#ers Attachment � ;, ,,Cable Fin a Final Shutters ' _ " �� ' Intercom Rough Rails and Guardrails` . �" =d _ y4 " i Intercom final 4 ' i ADA I com Bance - g INSPECTION. x P <�x `�`mNr+' � Alarm Rough ECTION 4bATE- "INSP -• ,,'• Alarm Final' y Underground'P,ipe DOCUMENTS re,Alarm Rou Soil Bearing CertL Fire Alarm Final Rou h� SoilTr`eatmerit Cert'_ .,. Service Work V1/ith Floor Elevation Survey - r Ventilation Rough :,, ,`' { Reinf Unit'Mas Cert a. ELECTRICAL COMMENTS Hood Rough- � Insulation Certificate .' Pressure_Test, rt ' Spot.Survey _ = t Final Survey �" s '1 y' • F r inal'Hood - Final,Ventilation z Truss Certification,., - y _ Fin'al Pool Heater' 'STRUCTURALCOMMENTS. F " � - inaF'.Vacuum MECHANICAL'C M TS t INSPECTION DATE':' INSP ,. Final Sprinkler., .zee Final-Alarm y i a Ry i �• ,+" €s -24 i � 6 11 1 r:S? ,n-._�si:"..•'..�" t, •,•4 3T •'.r,. �+;3 '�y �t�t'd�' ,,�-tt"'-'c�,. "'�•`►j`�T?. �':...i� ,..i;� ?;'r'"t+•.4t•r� �.. ,r, �hr• r-?.� .r <- y�:v.. .t• '!' ,rU L;"`Z•'C•r".1 ",7 tTt�,�l•1':` .1'r: .f.l l�.,,ty.yt r -it. .1�. ..,'`�y � ..T:f f7 y..��5.•, •r'.,r .t; �s• ��%�,5•, �'t�-`�-,i, t, '•ii''-.-�. '.7-,• 'xi.�.� {':( n• rr �.. � +. .?5�r s�'.r+S r�►*� -� ,•�t ,�n,'t :r��'�)d t`N�1 t!k'• ilryFi: rit'• .TIl l,,rl'�i' M:f Mf /. 1#r ; v�� ¢ > + r� irr Je ( '1� 1 r r/h }k r l�•J err i r }`4T �^• ..j l t• A�� S.r4 hj�f Kl� ,l•Fi �R7 Y K .Z-l•yH• fY �V �'C Vt� �� ;�•�, • � • * ��:7.: r `�° 4 RrY' ;�!� � U.. � `.��; :� a„��"� ��"'�/',,.c'�L' yveM'�..F''J �'�+,; 'L�. .�+'��,� ':� °�-'�-i': �ar{A.��,.�``-tRt '`�-_ ~`r'�e►�..�<I�a�^.ir�j y., l:r• i- � z\hr.� �{.. c_�,t] ,K.. Z .:st � �•,.-,r, •��5� ta- .ce,. ,a� '.� � ��5r�_ .x�..-.F'S<. .¢.�� -L..•.cs, �� '1+�-�,r'�,.' �. gr t' «1 y,� � •-o3:+r�. .'fi. .�'7T. I..-.-�.;i^. ^U .�i"� .Str ram «•R ri "».� :i`- {`'lt•�.,,�r, � �j' .,``�.. �r y�¢Y • • k �.F, , t F��' gas � • • • • � • _ _'�;,<R-��+`�e'`�. . .�•.�, . . -. . . ,ray '"a' ?' mfr� • • •�,'t�'` '�y r�yOk- �•rr 3 .cam• ,'� �-�¢�x '}L+''l� '� Am l Mt y;q�.��;•'1• _'�+ moi, r� l•,2.�.i.� °' � Iii Y rr , , _v �. :.• . .t��. �' x.,+;+ ^ ..� - 4 ..�, .s'"'�::w.�j..., _ � st�,.3,,: , �+,+,yj�d'�6r r:di'��'•�y/{•'�'y� i�� I.T� .Y'l, �;� ,Itl✓�.;. �, _ -��d4 �r m�-�'_ �� g 'ir�r"Y j�.• _ �� "�.�?•' '� �t"'"'S •.1S a"'d:� .'•r'.'• ,rte" � �, '�. . 'at. r .� �. .r,`x'�. � ►__' rr � i'. -�; �'''C'Jd�•1 Fs�J� .�(4 :'�kj.��..r �2..` "%� d'gg^'P� �r�•Y• ' '� �_ •1 � •f -':r'•� . ,�, {, .+, tt+,y� ; r..• -.1 •a�.,y 1 F "�• t.y��`v�j��`t. .� � jM, r 1 I r _ .r ,{ .�, ; { •5' , . •. � ,r ,.k.�• ' u- •c, .,rf•r S,. � .•�� '4<�•„cre ��. v; /X r. :fr. .1 t,qy' Miami Shores Village Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 UNIFORM MUNICIPAL TCO/TCC INSPECTION REPORTING FORM Master Permit No. Miami-Dade County from Municipality: CC I S ' 30( 3 Municipal Permit No.(MELD): AA 2O!(eOZ2-e—(2 lob Address: ( 3 Oro NE 2- A U Unit: W _ Project Name: �acr C. F A i 3!S� Qualifier's Name:,C%nr% kn� �s Qualifier's Phone: 9 01'iGL 71 I?Email: Owner's Name: '6krrh �Owner's Phone: 1g 3gq S Email:�, a c,(0 `► AL% .1 1ca- "' 305.Y 9S .7,r Y I �I This Uniform Municipal TCO/TCC Inspection Reporting Form is used to gather trade approvals for Temporary Certificate of Occupancy(TCO)or Completion(TCC). Once validated by the Municipal Building Department personnel,the form must be present at the job site for the field inspectors. When all approvals hained,take the signed form back to the l Municipal Building Department for TCO/TCC issuance. O Form Validated by / ve b obta /t.Jri J Date. Bldg Dept Personnel: Print Name Signature O Ail"Required"TCO/TCC inspections indicated below must be signed"Approved"before certificate issuance. Inspector's Ap roval Req'd. Trade Name a Date Comments Er 1 Building 'Jew"Ca !j I '7 TL o -t-o i - Electrica I ❑ Fire k,., F I rc.A kb/ Mechanical ❑ Plumbing ❑ Public Works ❑ Zoning ❑ Other Important Note: The TCO/TCC is not valid and building and/or space may not be occupied unless signed by the Building Official. Occupying the building and/or space without obtaining a TCO/TCC issued by the Municipal Building Department is prohibited and is in violation of the F i a 'ding Code Section 110.3. y I O Build' Official's Approval: Date: 1[0! "TCO/TCC ❑ Extension Ci O Duration: 3b CA f ' Conditions of TCO/TCC: • If Master Permit expires,the TCO/TCC will automatically be revoked and the space must be vacated. • A TCO/TCC may be revoked if any action by the contractor, owner or tenant creates any code violation affecting the proper occupancy of the area. • Any TCO/TCC that expires without renewal or has been revoked can result in a notice of violation, civil violation and/or disconnection of utility services. • Other conditions: 1 04/09D I.OSFBOA ~ ' Miami shores Village Building K~��n�� UU��Uoo Department UU� �� nno�� . 1OO5ON.E.2ndAvenue Miami Shores, Florida 33138 Tel: (3OG) 795.22O4 Fou (3O5) 756��B72 - '� Y'INSTRUCTION FOR � `PREPARING� * / construction The 16Unnustcmmmpk-vxithall American with disabilities act (ADA)land life safety requirements. A written request must be submitted to the attention of the building official, Ismael Naranjo. The letter must be typed on the General Contractor Company's letterhead and it must bear the signature of the qualifier. Request will not be considered with the following information: ' ` - . `i. . Include the permit nunmb6�and job address. 2. State the reason for the request.Applicant must show ahardship. 3. Identify the specific arear(s) included for request, if job is being completed in phases. 4. State the number ofdays that you would like torequest for. 5. Include acontact name and telephone nunnber. , . |nduddthe foUbvving sentence: "We hereby hold hann|e�sand release Miami Shores � ^ ' - \ �ViUage8uUdip�D - ar�Y��ntandK�iarni�`DadeFire Depa/tnientfrornany |iabi|�ythat . . may arise during the use of designated areas in the aforementioned facility while under _ the limitation ofthe Temporary Certificate ufOccupancy" 7. Included the following sentence: "We hereby certify that all means ofegress shall be kept clear and accessible and that all life safety systems will be maintained and operable at all times while the building is being occupied." Request may be made in person and letter must show the qualifiers signature. Requests will not beaccepted with the qualifiers signature. Once reviewed, we will call the contact person and inform the person of the result. If approved, we will advise you of the fee and schedule the necessary inspections. It is the responsibility mfthe contractor toreq d-st ectinn(g) from the Fire Department ifa fire final has not been obtained. A�b� /oft�eapproved final fire inspection from Miami- / Dade Fire Department must be at the Job site at the time of inspections. If you have any further questions, please feel free to contact Ismael Naranjo at 305'795'2204. Miami Shores Village Building .Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 Website:www.mia►'rtiishore§villaee:com TEMPORARY CERTIFICATE OF OCCUPANCY APPLICATION (T.C.0) Please be advised that the TCO expiration date is based on conditions from Miami-Dade County Fire Dept. Date:� . L _] Folio#:11- Master Building Permit#:Cl �� • 30�� Square Footage of Space: Miami-Dade Municipal Process#:MZ0'60 74 Z Miami-Dade Municipal Permit#i: Contracting Company: SQA Owner/Tenant: PQ2R'Y ("W19ttJ Lot: Block: Subdivision: Street Address: Signature of applicant verifies the above information is true and correct.The Temporary Certificate of Occupancy is issued to the above named for building at the above location only upon the express provisions that the applicant will be able by and comply with all conditions of the Zoning ordinances and all ordinances of Miami Shores Village and/or Florida Building Code pertaining to erection,construction or remodeling of buildings or structures. This also certifies that the electrical wiring and or equipment,and the plumbing work has been inspected and approved. -.. Print Nam of Applica or Qualifier Signature Applican r Qualifier FOR OFFICE USE ONLY TCO Number: Fee: Expiration Date: Technology Fee: Approved Use for,Occupancy: Total: Remarks- Building Official/Designee: Inspections: Zoning Yes/No Plumbing Yes/No Building Yes/No Fire Sprinkler Yes/No Electrical Yes/No Fire Yes/No Mechanical Yes/No Skanska USA Building Inc. 330 SW 2"d Street Suite 207 Fort Lauderdale,FL 33312 Phone 954.920.5167 Web www.skanska.com August 18, 2017 HOLD HARMLESS AGREEMENT I J, h y agree to defend, Indemnify and hold harmless Miami Shores Village, and their representatives from any and all liability, loss, damages, claims, or actions (including costs and attorney fees)for bodily injury and/or property damage, to the extent permissible by law, arising out of or in conjunction with the actual or proposed work at Barry University and/or services by Skanska USA Building. Inc. (name of contractor)commencing on August 18, 2017 (date of work). Proj ct/Owner Contractor Signature Notice of Potential Change (12/2012 ed. Rev. 0) O5 r n { pp� Y } C 4 1 . q i 6 i� E [E I t b Miami Shores Village RECEIVED Building Department n, 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 1�� ` Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(30S)762-4949 S`h FBC 2010 BUILDING Master Permit No.CC-12-15-3013. PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑EXTENSION [:]RENEWAL ❑PLUMBING F--] MECHANICAL ❑PUBLIC WORKS � CHANGE OF [:] CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 11300 NE 2nd Ave City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 1121360010160-06 Is the Building Historically Designated:Yes NO X i Occupancy Type: Higher Ed.-.n Load: Construction Type: Alteration Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): Barry University Phone#:"os, Address: 113000 NE 2nd Ave(Suite Fine Arts Quad) City: Miami Shores State: Florida Zip: 33138 Tenant/Lessee Name::Fine Arts Quad Phone#: Email: CRa -C-a C,, CONTRACTOR:Company Name: Skanska USA Building Inc Phone#: 954.605.7688 Address: 330 SW 2nd Street; Suite 207 City: Fort Lauderdale State: Florida Zip: 3331 k(� 1 c: k C� 1 Phone#: 954.920.5167 Qualifier Name: 0 Q 1t-e T" � �. State Certification or Registration#: CGC1510739 Certificate of Competency#: DESIGNER:Architect/Engineer: Harvard Jolly Architecture Phone#: Address:2047 Vista Parkway; Suite 100 City: West Palm Beach State: FL Zip: 33411 i Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: C 1-.am 4 Specify color of color thru tile: Submittal Fee$ Permit Fee$ -y� CCF$ CO/CC$ Scanning Fee$ 3•do Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ I F, OL-) (Revised02/24/2014) 'Bondi ng,Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address k City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and_that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection will be charged. Signature A11111 Signature OWNER or AGENT CO RACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this is day of%c4AQ20 17 by day of /4-1 ,20 1: by ISANA�ENW AL who is personally known to -i ok r 1LreJV ,who is personally known to `or who has produced as me or who has produced as + identification and who did take an oath. identification and who did take an oath. I NOT4PUBC: NOTARY PUBLIC: Sign: Sign: ;p `a ,204 PrintPrint: �� wo �o= �v+'" N ry Public Sfsts of Florida Seal: Jeffry J Yao Seal:My Commission ,2 ' ;•�� or�� tt//122)2o,s�se4e� ifiiil 9 APPROVED BY L//7 Plans Examiner... + Zoning a i Structural Review , Clerk (Revised02/24/2014) { SNoREs pi Miami shores Village logo um Building Department i Oulup' 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR / ARCHITECT Permit N.CC. 12, 1,S:--30 3 Owner's Name (Fee Simple Title Holder) (Xcr �', c c1� Phone#: Owner's Address: It 3mo City:_,M\aw.Z State : F L Zip Code: 331 3 Job Address (Of where work is being done): X\ 30-0 N z>-A V-e ' City: Miami Shores State:—Florida Zip Code: 3.31�r L N•c Contractor's Company Name: Sl-ckv,5)Ca VSA -- Phone#: 1 Sy L Ds•: 7(e �4' Address: 335 SW 2- SL..A - 2a City: T--OAA I_aQ A-c-C b State: 17L Zip Code: 333 1 Z Qualifier's Name :. ` A-tc vk Lj Lic. Number: Architect/ Engineer of Rerd Name: CV tNA Ja ck Phone#: Address: ZD L{ -7- ��SA-rA S— 1 Cia City: S te: Zip Code: `3 3 LAI k Describe Work: hereby certify that the work has been abandoned and/or the contractor/architect is unable or unwilling to complete the contract. I hold the Building Official and the Miami S res harmless of all legal involvement. SignatureAIJ LSignature Owner or Agent Contractor or Architect The foregoing instrument was aknowledged before me The foregoing instrument was aknowledged before me this day of NG 201'7,by SUS+AI- Q L-, this day of , 20 by Who is personally known to me or who has produced who is personally known to me or who has produced I as indentification. + as indentification. Nota i Notary Public: Sign: Sign: Seal: =PUIAIGSeal: ta of FloridaF 1eue1 e . i ,. Skanska USA Building Inc. '� --- - — �89-interpace Pa kway-,-5m Floor - Parsippany,NJ"07054 Phone 973-753-3500 Fax 973-753-3499 April 18, 2017 Web Nww:skanska.com r Frederick A.Hames 3944'Fontainebleau Dr . Tampa, FL 33634 E Re: Skanska Licenses Lic# CGC1510739 Dear Fred: Please note that since you are no longer`:employed by the company,you can no longer be a 'Florida CGC qualifierfor'Skanska USA Building Inc. or any joint ventures associated with the company. For"the Florida DBPR,you must submit'a change of status application to transfer-your icense'from one qualified business to another qualified business or change your license from qualifying a business to operating as an individual.. We are also 3n-the process of removing you as a qualifier from all the city/county licenses witbin the state of Florida. So please note you will''be no longer part of the projects within each city/county. See cities and counties below and any other jurisdiction that I might have missed in which you will be removed. " Broward County City of Ft. Lauderdale, City of Ft. Myers City of Deerfield Beach City of Miami Shores Village City of Miami City of Sarasota City of St. Petersburg City of Tampa Hillsborough County City of Hallandale Hernando County Lee County . Miami-Dade County Pinellas County Orange County Should you have any additional questions,I:canbe reached via phone at 973-753-3507 or via e- mail: lisa.mancuso@skanska�com. Sincerely, f/� J Lisa Mancuso- Insurance&Licensing Compliance Specialist Skanska USA Buildipg_Ixic { USPS Tracking 0Results FAQs > (http://faq.usps.com/?articleld=220900) Track Another Package t Remove X Tracking Number:9214890183435900002886 1 Delivered Product & Tracking Information See Available Actions I Postal Product: Features: First-Class Mail® Certified Mail- DATE&TIME STATUS OF ITEM LOCATION April 25,2017,12:41 pm Delivered,Left with Individual TAMPA,FL 33634 Your item was delivered to an individual at the address at 12:41 pm on April 25,2017 in TAMPA,FL 33634. April 22,2017,12:34 pm Notice Left(No Authorized Recipient Available) TAMPA,FL 33634 April 21,2017,9:35 pm Departed USPS Facility TAMPA,FL 33630 April 21,2017,12:50 pm Arrived at USPS Destination Facility TAMPA,FL 33630 See More Available Actions Return Receipt Email v See Less Can't find what you're looking for? Go to our FAQs section to find answers to your tracking questions. FAQs(http://faq.usps.comnarticleld=220900) r There's an easier way to track your packages. Why jump from page to page to track packages being sent to you?With My USPST"',you can easily track all your packages in one place.Sign up to: • Set up automatic email and text alerts,so you'll never have to manually track a package again • Provide delivery instructions,so your carrier knows where to leave packages Sign Up (https:Hreg.usps.com/entreg/RegistrationAction-input? app=UspsTools&appURL=https%3A%2F%2Ftools.usps.com%2Fgo%2FTrackConfirmAction%21 input (https://www.usps.coml) HELPFUL LINKS ON ABOUT.USPS.COM OTHER USPS SI E8 LEGAL INFORMATION Contact Us About USPS Home(http://about.usps.com/) Business Customer Gateway Privacy Policy(http://about.usps.conVwho-we- (https://www.usps.com/help/welcome.htm) Newsroom (https://gateway.usps.coml are/privacy-policy/privacy-policy-highlights.htm) Site Index(https:/twww.usps.com/globals/site- (http:Habout.usps.com/news/welcome.htm) Postal Inspectors Terms of Use index.htm) USPS Service Updates (https://Postalinspectors.uspis.gov6 (http://about.usps.com/termsofuse.htm) FAQs(http://faq.usps.com6 (http://about.usps.com/news/se"ice- Inspector General(http://www.uspsoig.gov6 FOIA(http://about.usps.com/who-we- alerts/welcome.htm) Postal Explorer(http://pe.usps.gov� are/foia/welcome.htm) Forms&Publications National Postal Museum No FEAR Act EEO Data (http://about.usps.com/forms- (http://www.postaimuseum.si.edun (http://about.usps.com/who-we-are/no-fear- publications/welcome.htm) Resources for Developers act/welcome.htm) Government Services (https://www.usps.com/webtools/welcome.htm) i (https://www.usps.com/gov-services/gov- services.htm) Careers (http://about.usps.com/careerstwelcome.htm) Copyright®2017 USPS.All Rights Reserved. (https://www.facebook.com/USPS?rf=108501355848630) (https)/twitter.com/usps) (http://www.pinterest.com/uspsstamps/) O(https)/www.youtube.com/usps) F Y, EINITED STATES I° Shipment Confirmation �POSTALSERVICEce Acceptance Notice Note to Mailer:,The labels and volume associated to Shipment Date- 04/18/2017 this form online,must match the labeled packages being.a5� f Shipped From: presented to the USPS°employee with this form. Oy { Name: SKANSKA 389 INTERFACE PItWY - t � En Address: City: PARSIPPANY LU1 f NState: NJ ZIP+46 07054. - 1 1 hic- Y. —Type of Mail,. Volume Priority Mail Express®' y a Priority Mail' 0. i first-Class Package Service°' i Returns International' Other 1 Total 1 1 'Start time for products with serJice guarantees willbegln when mail arrives at the local Post OfficeTm and items receive individual processing and'acceptance scans. Not6 to Home RS Clerk: r : USPS,EMPLOYEE:Please scan upon pickup or receipt of mail. 1. >"Mailing/Shipping>More; Leave form with customer or in customer's mail receptacle. 2. Select Shipment Confirm, { 3. Scan or enter the barcod /label number from PS Form 5630 4. Confirm the volume count message by selecting Yes or No 5. Select Pay and End Visit to complete transaction 3 i i h t USPS SCAN AT ACCEPTANCE 9275 0901 1935 6200 0003 9013.03 i '�•�iY PS Form 5630,September 2016 PSN 7530-08-000-4335 UNITED STATES J POST/SCSERVICEm Firm M"ailing Book For Accountabf I'Maii Name.and Address of Sender. Check type"of mail or service Skaflska 0 Adult Signature Required 0 Priority Mail Express ❑ Adult Signature Restricted Delivery 0 Registered Mail Affix Stam Here 389'Interpace Pkwy _ P • • Parsippany NJ 07054` Is( Certified Mail 0 Return Receipt for (iflssUed as an international D Certified Mal Restricted.belivery Merehandise cerfificate`of mailing or for ❑.Coltect on Delivery(COD)!. ❑ Signature Confirmation. additional Copies of this receipt). Postmark with Date of Receipt. ❑ Insured Mail ❑ Signature Confirmation, ❑ Priority Mail` 'RestrictedDelivery USPS Tracking/Article Numberj Addressee(Name,Street,City Slate,&ZIP Codetw) Postage '(Extra Handling Actual Value Insured Due . ASR ASRD RD RR 'SC. SCRD ° SH Service) Charge if Registered Value, Sender if "Fee Fee Fee 'Fee' Fee Fee Fee Fee COD 1. 9214 8901 8343 5900 0028 85 FREDERICK A NAMES 3944 FONTAINEBLEAU DR TAMPA FL 3W34A421 0.46 3.35 1:45 .Z 77. a r rI" t" _ � x , r r61 ' t.. •i: Total Number,of Pieces Total Number of Pieces Postmaster,Per,(Name of receiving employee) Listed by Sender Received at Post Office PS Form 3877,April 2015 (Page 1 of 1)' Complete in Ink Privacy Notice:For more information on USPS privacy policies,visit usps.com/Privacypo/icy. , PSN 7530-02-0o0-9098 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION P CON STRUCTION"INDUSTRY LICENSING BOARD (850) 487-1395 VM1 2601-BLAIR-STONE ROAD TALLAHASSEE FL 32399-0783 � P 1 1 i KREIFELS, 'CHRISTOPHER JOSEPH SKANSKA USA-BUILDING INC. 389 INTERPACE PARKWAY 5TH FLOOR 1 PARSIPPANY NJ 07054 t Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and - ` --� -�--' - •- " Professional Regulation. Our professionals and businesses range _ from architects to yacht brokers,from boxers to'barbeque .: DEPARTMENT OF, BUSINESS AND restaurants, and they keep Florida's economy strong. —�� P PR OFESSIONQLYRE6UL`ATION Every day we work to improve the way we do business in order CGC1514217;w1'ISSUED07/07/2016-07/07/201q- Every serve you better. For information about our services, please. _� . ,• "w" � fi f"��" -- w log onto www.myfloridalicense.com. There you can find more CERTIFIED:GENE CONTRWCTOR'_r information about ourdivisions and the regulations that impact KREIFELS;CHRISTOF�iER JOSEPH;A' you, subscribe to department newsletters and learn more about #` `" f y p SKANSKAUSA BUILDING INC: the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly.We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, --1,6 C T,IFIED under the provisions of Ch 489;Fs and congratulations on your new license! Exp5,,7 tion date, AUG 31,'2018 r^ " """'�-^" L1607070001003 DETACH-HERE ' RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY ;„,.,..a✓' ."�"""yr^'"�r:-r"^"'""�r..r"'`..."'.'"...,-,...-�.''^a..y,•.+�c�...`"'",�1'�� ,,�.,„�µ �-- -�---STATE'OFFLORIDA DEPARTMENT OF�BUSINESS AND:PROFESSIONAL REGULATION% ,.-- - CONSTRUCTION.INDUSTRY;LICENSING:BOARD ,^ " ,` '\;�'�.I t� CGC1514217-+ '«-The-GENERAL-CONTRACTOR :Named below IS CERTIFIED lJnd- thb,provisions of Chapter 489`FS. 5Expiration;date:rAl1631 2018 /KREIFELS;CHRISTOPHERfJOSEP.H SKANSKA;USA;BUIL'D�INC'�INC,. •:"'tea ".- 0�BOY,SCOUT_BLV',D*jSUITE 200�"' �' _,�,2 .�;- - • t y 7f onr_n. n�rn�innc T nIOn1 AV AGS rim^o IIr-iCn ['3V I MAI 1 inn-rn�nnn+nno The Department of Management Services'Office of Supplier Diversity"serves those who serve Florida.,, am, 'office of supplier The Office of Supplier Diversity provides resources designed to improve business and economic opportunities for Florida's DlVC=C�5{TY woman-,veteran-and minority-owned businesses.Learn more about becoming a certified business enterprise at dms.myfforida.com/osd or call 850-487-0915. To find out about State of Florida tools supporting statewide centralized procurement activities which have streamlined interactions between vendors and state government entities,please contact or visit the Department of Management Services' MyFloridaMarketPlace at:hMs.Ilvendor.myftoridamarketplace.com i AC# 01526'638 ' SIGNATURE s (For the protection of our professional license holders,this license contains hidden security features to prevent counterfeiting.Unauthorized reproduction is strictly prohibited and will be prosecuted to the fullest extent of the law) The Department of Business and Professional Regulation(DBPR),issues licenses for many licensed businesses and practitioners in the State of Florida. DBPR is changing the way you interact with state government:Many of DBPR's services'are available online at www.MyFloridaLicense.com. We`encourage you to utilize these services to make address changes,licensing changes or to renew your license. Name changes require legal documentation verifying the name change,which must be mailed to the DBPR.An original,a certified'copy or a duplicate copy of an original or certified copy of a document'that shows the legal name change will be accepted,unless the DBPR has a question about the authenticity of the document. If applicable,the DBPR will send'a renewal notice to your last known address or email address of record. If you have not received your renewal`notice,please call our Customer Contaci Center at 850.487.1395 or online at www.MyFloridaLicense.com/contactus. Please refer to your profession's governing statutes and Administrative codes for further information regarding renewals:These may be accessed from our website. AC# 01526638 000tir E ' Local Business Tax Receipt Miami—Dade County, State of Florida I —THIS IS NOTA BILL—DO NOT PAY 1 t 5029368. LBT j ; BUSINESSNAME/LOCATION RECEIPT NO. EXPIRES i SKANSKA USA BUILDING INC RENEWAL SEPTEMBER 30, 2017 DOING BUS IN DADE CO 4738945 MIAMI Fl'33000 Must be displayed at place of business Pursuant to County Code Chapter BA 'r OWNER'" SEC.TYPE OF.BUSINESS". SKANSKA USA BUILDING INC '196 GENERAL BUILDING CONTRACTOR, 'PAYMENT RECEIVED CHRISTOPHER JOSEPH KREIFELS QUALIMC1514277BY TAX COLLECTOR Worker(s). . (1, r. � �• � J 5` 9 $88.00 .05/25/2017 1 •FPPU06 X17-013270 This Local Business Tax Receipt onlf cordirms payment of the Local Business Tax.The Receipt is not a license, permit,or a certification of the_holdq s Qualifications,to do business Holder must comply with any governmental ` or,nongovernmental regulatory laws amd requirements which apply to the business , .: : The RECEIPT N0.above must be displayed on all commercial vehicles.3 Miami-Dade Coda Sec 8a—Z76. For more irdormation,visit l+Ovw.miamidade gov/tex nneMn i ACS® DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 08/21/2017 THiS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED x REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. _ IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT '08 Aon Risk Services Northeast, Inc. PHONEFAX � Garden City NY Office (AIC.No.Ext): (516) 396-4000 (A/C.No.): (800) 363-0105 R 900 Stewart Avenue E-MAIL p 3rd Floor ADDRESS: _ Garden City NY 11530 USA I INSURER(S)AFFORDING COVERAGE I NAIC# INSURED INSURERA: Zurich American Ins Co + 16535 Skanska USA Building Inc. INSURER B: American Zurich Ins Co 40142 Fort Lauderdale 1815 Griffin Road, Suite 204 INSURER C: Hartford Fire Insurance Co. 19682 Dania Beach FL 33004 USA INSURER D: XL Insurance America Inc 24554 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 570068077421 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Limits shown are as requested INSR TYPE OF INSURANCE ADD UBR POLICY NUMBER P LI Y EFF P LI Y EXP LIMITS LTR INSD WVD MMIDD MMIDD A X COMMERCIAL GENERAL LIABILITY GL04 EACH OCCURRENCE $5,000,000 CLAIMS-MADEX❑OCCUR DAMAGE TO RENTED I $5,000,000 PREMISES Ea occurrence X 50'RR Exclusion Deleted MED EXP(Any one person) $10,000 X XCU/Contractual Liability PERSONAL&ADV INJURY $5,000,000 N GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $10,000,000 POLICY El PRO- ECT Fx]LOC PRODUCTS-COMP/OP AGG, $10,000,00o 0 OTHER: 0 C 10 CSE QU2350 08/31/2016 08/31/2017 COMBINED SINGLE LIMIT AUTOMOBILE LIABILITY $2,000,000 OOO,OOO A05 Ea accident C X ANYAUTO 10 CSE QU2351 08/31/2016 08/31/2017 BODILY INJURY(Per person) Z X OWNED SCHEDULED MA BODILY INJURY(Per accident) d AUTOS ONLY AUTOS NON OWNED PROPERTY DAMAGE V X HIRED AUTOS LX Per accident t* ONLY AUTOS ONLY d D UMBRELLALIAB X OCCUR US00076358L116A 08/31/2016 08/31/2017 EACH OCCURRENCE $5,000,000 V X EXCESS LIAR CLAIMS-MADE AGGREGATE $5,000,000 DED RETENTION B WORKERS COMPENSATION AND wc489601712 08/31/2016 08/31/2017X STATUTE OTH EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y IE.L.EACH ACCIDENT $5,000,000 OFRCER/MEMBER EXCLUD ❑ED? N N I A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $5,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below I E.L.DISEASE-POLICY LIMIT ' $5,000,000 - DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) J Re: General Contractor. workers Compensation Coverage Not Included in Monopolistic States - OH, ND, WA, WY and Puerto Rico. CERTIFICATE HOLDER CANCELLATION _ SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. �r Miami Shores Village Bldg Dept. AUTHORIZED REPRESENTATIVE 10050 NE 2nd Avenue I �� Miami Shores, FL 33138 USA i �Zw�(C i�sttr��er0 c/lo��>l Jsna ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: 570000027144 LOC#: '4 ADDITIONAL REMARKS SCHEDULE Page _ of _ AGENCY NAMED INSURED " Aon Risk Services Northeast, Inc. Skanska USA Building Inc. POLICY NUMBER See Certificate Number: 570068077421 CARRIER NAIC CODE I see certificate Number: 570068077421 EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: ACORD 25 FORM TITLE: Certificate of Liability Insurance I Excess Liab cont, . 08/31/16-08/31/17 Carrier: Berkshire Hathaway specialty Insurance Company Policy No. : 47XSF30284401 OCC/Agg: $15,000,000 xs $5,000,000 w 1 3 ACORD 101(2008101) ©2008 ACORD CORPORATION.All rights reserved. The ACORD name and logo are registered marks of ACORD Pe it"NO. CC-'1.2-18.3043 IR Miami Miami Shores VillagePermit Type: rrt Combmpial C,oattruction 10050 N.E.2nd Avenue NE � UVorkL"iassiiibatton.A�ration • �' Miami Shores,FL 33138-0000 Pie% rreFlul 110't Permit Status:APPROVED Phone: (305)795-2204 F`0FRta.ration: 02/05/2017 Ex i Issife Date:8r9r201_6 Project Address Parcel Number Applicant 11300 NE 2 Avenue Number: Fine Arts Quad 1121360010160-06 BARRY UNIVERSITY INC Miami Shores, FL 33138-0000 Block: Lot: Owner Information Address Phone Cell BARRY UNIVERSITY INC 11300 NE 2 Avenue MIAMI SHORES FL 33161-6628 11300 NE 2 Avenue MIAMI SHORES FL 33161-6628 Contractor(s) Phone Cell Phone Valuation: $ 1,871,326.00 SKANSKA USA BUILDING INC (954)920-5167 Total Sq Feet: 17800 Approved: In Review Available Inspections: Comments: Inspection Type: Date Approved:: In Review Final PE Certification Date Denied: Window Door Attachment Type of Construction: INTERIOR AND EXTERIOR IMPROb Occupancy Load: Tie Beam Stories: Exterior: Slab Front Setback: Rear Setback: Termite Letter Left Setback: Right Setback: Framing Plans Submitted:Yes Certification Status: Store Front Attachment Certification Date: Additional Info: Insulation Bond Return: Classification:Commercial Drywall Screw Window and Door Buck Scannin :90 Gelling Grid, Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Fill Cells Columns CCF $1,123.20 Review Electrical CO/CC Fee $150.00 Invoice# CC-12-15-57928 Review Electrical DBPR Fee $842.10 08/09/2016 Check#:2000442E $ 117,418.9E$560.00 Review Electrical DCA Fee $842.10 12/03/2015 Credit Card $360.00 $200.00 Review Building Education Surcharge $374.40 02/29/2016 Check* 1007 $200.00 $0.00 Review Building Miscellaneous Fee $200.00 Review Building Permit Fee $56,139.78 Review Mechanical Plan Review Fee(Engineer) $120.00 Review Mechanical Plan Review Fee(Engineer) $120.00 Review Mechanical Plan Review Fee(Engineer) $160.00 Review Plumbing c-+ Scanning,Fee $270.00 Review Planning Technology Fee $1,497.60 Review Planning Work without Permit Fee $56,139.78 Review Structural Total:� $117,978.96 Review Structural Review Structural Review Plumbing In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting;this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required fog ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. c-, OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named contractor to do the work stated. August,09, 2016 1 Pern)#-NO. CC-1245-3013 �eK711iM.LF Miami Shores Village Permit Type.Commercial Construction' 10050 N.E.2nd Avenue NE Work Classifrcatidn:Alteration Miami Shores,FL 33138-0000 Per Phone: (305)795-2204 Permit Status APPROVED �+t0RtDp' Issue Date:8/9/2016 Expiration: 02/05/2017 Project Address Parcel Number Applicant 11300 NE 2 Avenue Number: Fine Arts Quad 1121360010160-06 BARRY UNIVERSITY INC Miami Shores, FL 33138-0000 Block: Lot: Owner Information Address Phone Cell BARRY UNIVERSITY INC 11300 NE 2 Avenue MIAMI SHORES FL 33161-6628 11300 NE 2 Avenue MIAMI SHORES FL 33161-6628 Contractor(s) Phone Cell Phone SKANSKA USA BUILDING INC (954)920-5167 Valuation: $ 1,871,326.00 Total Sq Feet: 17800 Approved: In Review Available Inspections: Comments: Inspection Type: Date Approved: : In Review Final PE Certification Date Denied: Window Door Attachment Type of Construction: INTERIOR AND EXTERIOR IMPROV Occupancy Load: Tie Beam Stories: Exterior: Slab Front Setback: Rear Setback: Termite Letter Left Setback: Right Setback: Framing Plans Submitted:Yes Certification Status: Store Front Attachment Certification Date: Additional Info: Insulation Bond Return: Classification:Commercial Drywall Screw Window and Door Buck Scannin :90 Gelling Grid ; Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Fill Cells Columns CCF $1,123.20 Review Electrical CO/CC FeeInvoice# CC-12-15-57928 Review Electrical $150.00 08/09/2016 Check#:2000442E $ 117,418.9E$560.00 DBPR Fee $842.10 Review Electrical DCA Fee $842.10 12/03/2015 Credit Card $360.00 $200.00 Review Building Education Surcharge $374.40 02/29/2016 Check#: 1007 $200.00 $0.00 Review Building Miscellaneous Fee $200.00 Review Building Permit Fee $56,139.78 Review Mechanical Plan Review Fee(Engineer) $120.00 Review Mechanical Plan Review Fee(Engineer) $120.00 Review Mechanical Plan Review Fee(Engineer) $160.00 Review Plumbing Scanning Fee $270.00 Review Planning Technology Fee $1,497.60 Review Planning Work without Permit Fee $56,139.78 Review Structural Total: $117,978.96 Review Structural Review Structural Review Plumbing August 09, 2016 Autho ized ign tura Owner / Applicant / Contractor / Agent Date Building Department Copy August 09,2016 TERMITE PRETREAT SPECIALISTS 1 =800=DILIGENT MyDiligent.com D/L/CEN /Z� State License JB228623 TERNME SERV/CES Notice of Preventative Treatment for Termites (as required by Florida Building Code(FBC)2326.5 and Broward County Chapter FBC 105.2.2) 1 PEST CONTROL I LAWN, TREE&SHRUB CARE I TERMITE PROTECTION I MOSQUITO CONTROL I LANDSCAPE SERVICES SERVICE ORDER NUMBER 151109 SERVICE DATE ,12/06/2016 TIME 04:00 pm WEATHER CONDITIONS Clear i DEVELOPMENT NAME(PROJECT) CONTRACTOR'S NAME CONTACT PERSON Barry University Big Dog Construction Joseph Dobias STRUCTURE ADDRESS(LOT/BLOCK) CITY,STATE,ZIP CODE COUNTY 1.1300 NE 2nd Avenue Miami FL 33161-6628 Miami-Dade CONTACT PHONE NUMBER NOTES 954-415-2079 Spray- 275 SgFt TREATMENT TYPE/AREA ❑FLOATING SMONOLITHIC ❑PATIO ❑GARAGE ❑DRIVEWAY ❑STEM WALL ❑ADDITION ❑CUTOUTS ❑FOOTERS ❑FRONT ENTRY ❑EXTERIOR PERIMETER FOR RENEWAL ❑OTHER TREATMENT TYPE ! ❑TAMP&TREAT OTREAT ONLY ❑FINAL ❑RETREAT ❑BORA CARE TREATMENT ❑TERMITE BAIT STATION PRODUCT ❑DOMINION 2L 0 ADONIS 2F ❑PREMISE 75WPS ❑DEMON TC ❑TERMIDOR TC ❑BORACARE ❑OTHER ACTIVE INGREDIENT Imidacloplid a _ CONCENTRATION • MITE SFR•` ❑.O5% 0.06% 0.1% ❑.12% C3.25% ❑OTHER GALLONS APPLIED • . _ i �' •• P O �C% • P y • • RO IAR FAOTA. 275 LINEAR FOOTAGE i 1 1 1 SQUARE FOOTAGE VERIFIED i YES ❑NO ❑MEASURED OR VERIFIED PER PLANS s • R � JOB READY CONDITIONS MET �`• �•• *YES ❑NO DETAILS SAFETY CONDITIONS Good Asper 2326.5 FBC-If soil chemical barrier method for termite prevention Is used.Final exterior treatment shall be completed prior to final building approval. Certificate of Compliance:The building,has received a complete treatment for the prevention of subterranean termites.Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services.(Per the Florida Building Code.) If this notice is for the final exterior treatment,initial and date this line {TERMITE MONITOR INSTALLED ❑YES ❑NO) FINAL STICKER ❑ELECTRICAL PANEL ❑WATER HEATER OTHER Payment Terms: Customer's payment In full Is due at time of initial service.Customer agrees that a finance charge in the amount of 18%per annum will be'assessed on all unpaid balances that are not satisfied by the due date. In the event a collection process becomes necessary to recover an unpaid balance the following fees will be assessed including but not limited to: collection service fee,attorney's fee,finance charges and non-sufficient funds payment fee. Customer will beresponsible f r paying all costs associated with any collection process. 12/06/2016 v Date Applicator(D" ent TerKite Pretreating,Inc.) I . 1 -soaDILIGENT Date Customer(Property Owner or Agent) E MyDiligent.com Corporate 3500 NW Boca Raton Blvd. I Suite 714 1 Boca Raton, Florida 33431 1 1-800-DILIGENT 12151Na[lace Drive:Delray, Florida 33444 (561)347-0070 : (561)395-5805(fax) et RNAT%�� Moisture - Density Relations of Soils Using a 10-Ib Rammer and a 18-in. Drop AASHTO T 180 = Project: Barry University Project ID: 16-2790.00 Address: 11300 NE 2nd Ave Report ID: P-001 Client: Barry University - Permit Number: Soil Location: Existing,Material (Stockpile) Sampled By: Guillermo Maya Date Sampled: 12/2/2016 Tested By: Jorge Rodriguez Date Tested: 12/3/2016 Soil Description: Light Yellow Sand with Some Rock Test Method Used: Method D-3/4"Retained Material Removed Type of Rammer: Mechanical Rammer Face: Sector of a circle Comments: Sample taken in Accordance with ASTM D75 118 Dry Density c Moisture 112.8 5.8 115.0 6.9 117.0 8.2 117 115.5 8.9 71 116 Maximum DryDensity(pcf) LL U 117 i U) 115 Optimum Moisture(%) Z g W 0 Q. 114 113 \G Tq•/'L 112 ,� 5 6 7 8 9 10 R@1§pectfulW0Suft#q)d.• MOISTURE % G;;AOMTERNATIONAL, INC!-,* .: FIFE q4# 0 Cr 10 ATE OF .'�/� 1759/16 Profes ►p G1e�rJ'�I860 Test-report shall not be reproduced,except in full,without the written approval of GFA International State of { Environmental-**Geotechnical•Construction Materials Testing•Special 8 Threshold Inspections•Plan Review 8 Code Compliance Florida's Leading Engineering Source www.teamgfa.com a r. 7 � GFA International - Proctor / LBR Billing Summary Barry University - Slab pour back Project ID 16-2790.00 Address 11300 NE 2nd Ave.Miami,FL Client Name Client Address _ Price per Proctor _$95.00 Price per LBR $250.00 .PE Billing Quantity(%) 0.00% Fuel Surcharg6-(%) 0.00% Lab ID Date Test Type Location Bled P-001 Friday,December 02,2616 T-180 Existing Material(Stock Pile) $95.00 i Sub Total: $95.00 PE Billing: $0.00 Fuel Surcharge: $0.00 Total Billing: $95.00 R i i i k q � 12/9/20162:55:54 PM 1/1/2016 to' 12/2/2016 �� Page 1 of 1 <V IN-PLACEDENSITY AND WATER CONTENT, OF I Project: 17 r-n ,AGGEGATE Y NUCLEAR METHODS SHA OW DEPTH DA,STM 6938 Address: ' r , Project ID: �z r Client: Report 10: Permit No. — Debe: —�—. Ane tested: 1 �) Field Tech:_ Teat Mode: Solt Description: t d _ NEO b r �_w mpactlon Requirement(%): ProctorA911 IDI t '� Opt.Moist.(%): , 5071 Description- Max Dens.(PCFt:4"�_ Sall Description: Proctor/LDR 1D: MRX Dens.(PCF): opt.Moist.(%): Pro—AeR ID: Mut Dans.(PCF); 0pt Mobt.(%): ProWater In Place Dry Relative Da thIn Elevation ttor/LBR ID Test location Probe Density Moisture Wet Density Content Density Water Compaction Remark Elevation Count Count P PCF) Content(%) (%) Pass fttl rtoo i u � qc- I e.� p - P00( �r r1 _ / -3¢ „ Z8 E Z 11Z i7.GO $gyp . t'/(oi 4,41lepo P (� ( 2- t11 y r�,�` so n,0 .�/ a.... ..: Gam, 'fir ylfo7 %9 om', 910 He ,o S, '� >P Testing Gauge information: Manufaetorer: U Mpdel: Density Standard(DS): Z'yl� _ fv Remarks: Moisture at PRaprooro S1 m Springiine , ■t!t n ,9r t RespacNully Submitted: SG a Subgrade FL a Final lift GFA IrttarntI0naL Inc. BC a Basecourse BG a BdoW Grade FBPE CA#4930 TOP a To of Pipe BOF IrBottom of Foothill, a7snr Test report shall not be reproduced,except in full,without the Written approval of GFA International Inc. FG■Finished Grade Cellos A Mercado Professional Engineers:71707 ronmental -a eal•Conabvexln yt 8 _ State of Florian, -FloMalarlala7rlda'a Load ng Engineering Sourdw1nspeetbna.•Plan Rariew s ode Carpnanee _._.......,....._. ampfe.00m 1215 Wallace Drive•Delray Beach,FL 33444 561 347-0070 • 561 395-5805`fax ,�rFRNAT1o�Pv GENERAL INSPECTION REPORT PROJECT lb: 16-2790.00 s PROJECT NAME: Barry University-.Slab Pour Back DATE 12/9/2016 t SM T W TH F. S PROJECT ADDRESS: 11300 NE 2nd Ave. Miami, FL 33161 DAY X PERMIT NO.: BRIGHT SUN CLEAR OVERCAST RAIN OWNER - WEATHER X BELOW 60 60-75 75-90 ABOVE 90 CONTRACTOR:' TEMPERATURE X LOW MODERATE HIGH Report No ARCHITECT: WIND X LOW MODERATE HIGH ENGINEER: Eric Trillas HUMIDITY X . TYPE OF INSPECTION: Compaction Monitoring =Re-Inspection' MEMBERS/AREA INSPECTED: J arrived at the jobsite to perform a-back fll on the following locations, Sanitary sewer line, The ground floor on bathroom#1,Bathroom#2 and the shower room.Contractor asked for backfilling every 6".Total of 9 densitys three lifts for each location. See attached denisity reports. REMARKS: r DISPOSITION OF INSPECTION: =Section/Area Approved =Work In Progress =Re-Inspection Required COMMENTS/ACTION REQUIRED: All work observed at this time was found satisfactory. ♦40% 1111 too ♦ 1.•..�•• �I Inspection Perfonmed By: Santiago Umpierres Res ♦�1& ► (1l6$i •.;r ��i� GIn In Tonal In 10 oo Total Hours: 4.5 E Chi#a • 12/9116 OF P final nglneer#744113�� Staff a; O Ft%0..�Eq Environmental•Geotechnical•Construction Materials Testing•Special&Threshold Inspections•Plan .4 p)iance Florida's Leading Engineering Source �� www.teamgfa.com Soil Nuclear Gauge Client: Project: Report Date: 12/12/2016 Bary University 16-2790.00 ' RNASION' ,. Test Method:ASTM D 6938 11300 NE 2nd Avenue Barry University-Slab Pour Back-11300 NE Miami _ Miami,FL 33161 2nd Ave,Miami,FL FBPE CA S 4930 11300 NE 2nd Ave. 1565 N.W.88th Avenue.Un8 C Warm.FL 33172.FL 33172 Miami,FL 33161 i Phone:305-345.1M I Fax:305.945.1911 Test Results Optimum Maximum In Place In Place Probe Min/Max Retest Test Soil Moisture Dry Density Moisture Dry Density Depth Percent Comp. Test# Of Date Proctor ID Method Classification X p N In Com action •/. Remark 1 12/6/16 P-001" D N/A 8.0 117.0 6.4 116.5 6 100 98/105 Pass 2 12/6/16 P-001 D N/A 8.0 117.0 6.5 117.7 6 101 98/105 Pass 3 12/6/16 P-001 D N/A 8.0 117.0 6.8 118.0 6 101 1 98/105 Pass 4 12/6/16 P-001 ` D N/A 8.0 117.0 6.8 118.1 .6 101 98/105 Pass 5 12/6/16 P-001, D N/A 8.0 117.0 6.3116.7 6 100 981105 Pass 6 12/6/16 P-001 D N/A 8.0 117.0 6.8 117.0 6 100 98/105 Pass 7 12/6/16 P-001 D N/A 8.0 117.0 6.2 117.6 6 101 98/105 Pass 8 12/6/16 P-001" D N/A 8.0 117.0 6.8 117.0 6 100 981105 Pass Test Information Gauge Test# Test Location Elevation Reference Make/Model/SN Field Technician 1 Force Main Pipe Backfill:Pipe back fill on Bathroom#1. 1.0 Humboldt P5001 2396 Umpierres,Santiago 2 Force Main Pipe Backfill:Pipe back fill on Bathroom#1. 2.0 Humboldt P5001 2396 Umpierres,Santiago 3 Force Main Pipe Backfill:Pipe back fill on Bathroom#1. - 3.0 Humboldt P5001 2396 Umpierres,Santiago 4 Force Main Pipe Backfill:Pipe back fill on Bathroom#2. 1.0 Humboldt P5001 2396 Umpierres,Santiago 5 Force Main Pipe Backfill:Pipe back fill on Bathroom#2. 2.0 Humboldt P5001 2396 Umplerres;Santiago 6- Force Main Pipe Backfill:Pipe back fill on Bathroom#2. 3.0 Humboldt P5001 2396 Umpierres,Santiago µ `7 Force Main Pipe Backfill:Pipe back fill on shower room. 1.0 Humboldt P5001 2396 Umplerres,Santiago 8 Force Main Pipe Backfill:Pipe back fill on shower room. 2.0 Humboldt P5001 2396 Umpierres,Santiago Remarks Comments Pass:Tests results Comply with specifications Tests are"Direct Transmission'(Method A)unless probe depth is noted as 'Backscatter'.Gauge calibration data on file with the testing agency. > H _ Test Reports shall not be reproduced,except in full;without the written approval of GFA International Inc. - Page 1 of 2 Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on.any electronic copies.._ - .Soil Nuclear Gauge client: Project: Report Date: 12/12/2016 Barry University 16-2790.00 Test Method:ASTM D 6938 11300 NE 2nd Avenue Barry University-Slab Pour Back-11300 NE Miami '°` Miami,FL 33161 2nd Ave,Miami,FL FBPE CA a 4930 11300 NE 2nd Ave. 1565 N.W.88th Avenue,Unit C Miami,FL 33172,FL 33172 Miami,FL 33161 Phone:305345.19901 Fax:305.9451911 Test Results Optimum Maximum In Place In Place Probe Min/Max Retest Teat Soil Moisture Dry Density Moisture . Dry Density Depth Percent Comp. Teat# Of Date Proctor ID Method Classification Y. '/• In Com action % Remark 9 12/6/16 P-001 D' N/A 8.0 117.0 6.2 117.6 6 101 981105 Pass ' Test Information Teat# Teat Location Gauge Elevation Reference Make I Model I SN Field Technician 9 Force Main Pipe Backfill:Pipe back fill on shower room. __ 3.0 5001 Humboldt P 2396 Impierres,Santiago Remarks Comments Pass:Tests results comply with specifications Tests are"Direct Transmission*(Method A)unless probe depth is noted as 'Backscatter'.Gauge calibration data on file with the testing agency. F.� \••.......�� GEINV T788p' '; tr S TA E OF ;4t: R tr f^ life NA �E;'DE 0 9 2016 Test Reports shall not be reproduced,except in full,without the written approval of GFA International Inc. Page 2 of 2 Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. DC7 r. - \ . 4 Miami Shores Village n -e 0 9 2015 Building Department BY:-- _- 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 . �\+ Tel:(305)795-2204 Fax:(305)756-8972 � ' INSPECTION LINE PHONE NUMBER:(305)762-4949 -f FBC 201 q BUILDING Master Permit No. 0_0,ic�- o G PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING F-1 MECHANICAL ❑PUBLIC WORKS [:] CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 11300 NE 2nd Ave City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:N/A Is the Building Historically Designated:Yes NO X Occupancy Type: B Load: Construction Type: Alteration Level Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):Barry University Phone#:305-899-3995 Address: 11300 NE-2nd Avnue j City: Miami Shores State: FL Zip: 33161 Tenant/Lessee Name: Jeffrey Ya0 _Phone#:305-899-3995 Email: lyao@barry.edu CONTRACTOR:Company Name: Skanska USA Building Phone#: 954-920-5167 Address: 1815 Griffin Road, Suite 204 � US _ G� 0(p--556Y City: Dania Beach State: Florida Zip: 330'R4 Qualifier Name: Frederick Hames) n 1 y�--1 t C1UIV> .Phone#: State_Certificati' o�o Registration`.# lK�� f V 13� Certificate of Competency#: _ DESIGNER:Architect/Engineer: Harvard Jolly Architecture. Phone#: 561-478-4457 Address:2047 Vista Parkway, Suite 100 City: West Palm Beach State: FL Zip: 33411 Value of Work for this Permit:$ Z . X 00, Da 9 Square/Linear Footage of Work: 17,800 sgft Type of Work: ❑ Addition 0 Alteration ❑ New ❑ Repair/Replace ❑ Demolition Interior and Exterior Improvements to 6 buildings at Barry University Fine Art Quadrangle,This total area is comprised of the following building wings Description Of Work North Wing,East Wing,South Wing,Southwest Wing,Northwest Wing and Covered Walkways.The scope includes demolition of interior walls, reconstruction of interior walls, new ceilings, MEP upgrades and new finishes. Specify color of color third tile: ��'y� l�� (� Submittal Fee$ 2M . Permit Fee$ lJ�/'W CCF$ ��/ nQ1 CO/CC$ `1 U Scanning Fee$ 0 Q ^Radon Fee$�'i Z� r DBBPR$ I 26 O-W Notary$ _ Technology Fee$ Q- •W�Trra�ining/Edu{cation Fee$ t3rc . •' Double Fee$ Structural Reviews$ � 120 .w r?0'C)Z�l Bond$ TOTAL FEE NOW DUE$ 1 co O- 00 (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address _ City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value ex ding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law br, �� will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of comm a ent must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. the bsence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was ,acknowledged before me this 7iS4k day of ��VbM 20 1 by ��day of C V 120 by SIWb-L UNDA.M111 M9JA who is personally knOAMr C-S �etho is personally kn�yun to me or who has produced as -me or who has produced as r identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: �-vSign: Print: Print: Otary Public Stats of Florida r&, Notary Public State of Florida lfry Seal: JeJ Yao Seal: ;4 % Diana Adams My Commission FF 188481 My Commission FF 042670 arw Expires 11/1?/2018Orpd� Expires 09116/2017 f t , �vzo ny_ APPROVED BY ` Plans Examiner g C� Structural Review Clerk d (Revised02/24/2014) t. STATE OF FLORIDA ! DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION fi ` i CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH-MONROE STREET ADD R'8 C TALLAHASSEE FL 32399-0783 ; I HAMES, FREDERICKA SKANSKA USA BUILDING INC 389 INTERPACE PARKWAY 5TH FLOOR PARSIPPANY NJ 07054 t a Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range k �,. STATE OF FLORIDA + I from architects to yacht brokers,from boxers to barbeque restaurants, � � DEPARTMENT.OF BUSINESS AND and they keep Florida's economy strong. w-' •PR0FESSIONAb.REGULAT ION Every day we work to improve the way we do business in order to CGC1510739 Y` --ISSUED 08/27/2014 serve you better. For information about our services,please log onto r am ,Yr �+ www.myfloridalicense.com. There you can find more information CERTIFIED GENERAL*CONTRAG g p Y TOR; about our divisions and the regulations that impact you, subscribe t HA to department newsletters and learn more about the Department's .. A U SKANSKSA BUILDING INC ' " E initiatives. n• ,wi« x " � Our mission at the Department is: License Efficiently, Regulate Fairly. We constant) strive to serve you better so that you can serve our � � �` , !' Y Y Y Y � �,�, �... .,M.. customers. Thank you for doing business in Florida, IS°CERTlF '6 under the provisions of Ch:4ss Fs- -- ' and congratulations on your new license! ,,,,.,,"Expirafi&date AUG 31,'2016 .T L�4oaz�00035os - , a r.,a.�,._ ..�:�...._.........�' t. DETACH HERE t 1 .RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY s . :` .. STATE OF FLORIDA:' I. I DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ,.,:.-..CONSTRUCTION INDUSTRY LICENSING BOARD - a v a � CGC1510739 x The GENERAL CONTRACTOR.- �.-,.'*," Under.the provislonsof Chapter 489 FS . �- � +�-ate MCRA•. ? Expiration date AUG 31,,2016 ' N°� xu*'� �ee �"'yY•�f� '^^...:."`w.. "3ns��^'� +yws .`^r� C.", Zi� � °rz' ;C � k� S r SKANSKA'USA BU ILDINGINC -�* �� ■ .y �=4030-BOY SCOUT _ ,TAMPA AFL 33607 ""`�.;�,� `°� NN \ * ISSUED: 08/27/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1408270003509 I i 002137 Local Business Tax Receipt .. Miami-Dade County, State of Florida- LBT-THIS IS NOTA BILL - DO NOT PAY 5029368 I BUSINESS NAMIEILOCATION RECEIPT'NO. EXPIRES SKANSKAUSABUILDINGINC' RENEWAL SEPTEMBER 30, 2076 DOING BUS IN"DADE Co 4738945 Mus[be displayed at place of business MIAMI FL 33000 Pursuantio County Code Chapter SA-Art.9&10 OWNER I SEC.TYPE OF BUSINESS= PAYMENT RECEIVED SKANSKA USA BUILDING INC r 196 GENERAL BUILDING CONTRAG70R gY TAX COLLECTOR Worker(s) t i i CGC1510739 - $80.00'07/28/201 S 1 CHECK21-15-101360 This Local Buiinesi Tax'Receipt only confirms payment'of the Local Business Tax.The Receipt is not a license, permit or a certification of the holder's qualifications,to dwbuainess. Holder must comply with any governmental oraongovarnmental regulatory laws and requirements which apply to the business. -The RECEIPT NO.above must be diioleyed on all commercial vikicles-Miami-Dade Code Sirc'88-276. , For more information,visit cavity.miamidade aovNaxcolfector i I i r i r 1 I 1 DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE F 12/03/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. _ IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT .4)0 Aon Risk Services Northeast, Inc. NAME: Jericho NY Broadwayoffice (AIC.No.Ext): FAX d (AIC.No.): � 390 North Broadway E-MAIL c Jericho NY 11753 USA ADDRESS: _ INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURERA: zurich American Ins CO 16535 Skanska USA Buildinq. Inc. INSURER B: American zurich Ins Co 40142 389 Interpace Parkway 5th Floor INSURER C: Hartford l=ire insurance Co. 19682 Parsippany NJ 07054 USA INSURER D: American Guarantee & Liability Ins CO 26247 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 570060310258 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD I INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, } EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Limits shown are as requested INSR POLICY Li-i- POLICY LAP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DD/YYYY MMIDDIYYYY LIMITS X COMMERCIAL GENERAL LIABILITY GLO EACH OCCURRENCE $5,000,000 CLAIMS-MADE ❑X OCCUR $5,000,000 PREMISES Ea occurrence X XCU MED EXP(Any one person) $10,000 X 50'RR Exclusion Deleted PERSONAL&ADV INJURY $5,00-0,000 N I. GEN'LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $10,000,000 0 r POLICY ❑X PRO- X❑LOC PRODUCTS-COMP/OP AGG $10,000,000 OTHER: o n C AUTOMOBILE LIABILITY 10 CSE Qu2350 08/31/2015 08/31/2016 COMBINED SINGLE LIMIT A05 Ea accident) $2,000,000 C X ANYAUTO 10 CSE Qu2351 08/31/2015 08/31/2016 BODILY INJURY(Per person) 0 Z ALLOWNED SCHEDULED MA Fxx AUTOS AUTOS BODILY INJURY(Per accident) .MVNON-OWNED PROPERTY DAMAGE HIRED AUTOS X AUTOS Per accident w d D X UMBRELLALIAB X OCCUR AEC489601909 08/31/2015 08/31/2016 EACH OCCURRENCE $20,000,000 U EXCESS LIAB CLAIMS-MADE AGGREGATE $20,000,000 _TFEFF RETENTION B WORKERS COMPENSATION AND wc489601711 0873-1720-15 0-873-1720-16 X PER STATUTE I OTH- EMPLOYERS'LIABILITY y I N ER ANY PROPRIETOR/PARTNER/EXECUTIVEE.L.EACH ACCIDENT $5,000,000 OFFICERIMEMBER EXCLUDED? [ N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $5,000,000 It yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $5,000,000— { Q t DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) �7-J Re: Permit Purposes. .� ( workers' Compensation Coverage Not Included in Monopolistic States - OH, NO, wA, wY and Puerto Rico. I� CERTIFICATE HOLDER CANCELLATION i SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE -� POLICY PROVISIONS. 1 Miami Shores village Bldg Dept. AUTHORIZED REPRESENTATIVE 10050 NE 2nd Avenue Miami Shores, FL 33138 USA c�4ss is% �stts�eed c//crltt�ffi�a'/6® �✓ss�t ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD I THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CG 02 24 10 93 EARLIER NOTICE OF CANCELLATION PROVIDED BY US This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART POLLUTION LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Endorsement effective Policy No. GL04896018-08 08/31/2015 12:01 A.M. standard time Named Insured-Skanska USA Building Inc. Countersigned by (Authorized Representative) SCHEDULE Number of Days' Notice 90 (If no entry appears above, information required to complete this Schedule will be shown in the Declarations as applicable to this endorsement.) For any statutorily permitted reason other than nonpayment of premium, the number of days required for notice of cancellation, as provided in paragraph 2. of either the CANCELLATION Common Policy Condition or as amended by an applicable state cancellation endorsement, is increased to the number of days shown in the Schedule above. CL 648(10-93) CG 02 24 10 93 Copyright, Insurance Services Office,Inc., 1992 Page 1 of 1 Lance Courtemanche �(7 F- office: 561-478-4457 U 2047 Vista Parkway, Suite 100 W West Palm Beach, FL 33411 1 AAC000119 ~ mobile: 561-346-1095 - U I.courtemanche@harvardjolly.com Q Architecture • Interior Design Programming Planning • Landscape II�i !_ t Office Locations: St.Petersburg Ft.Lauderdale Ft.Myers Jacksonville Orlando Sarasota Tampa West Palm Beach www.HarvardJoily.com 1 " SK"SKAUSA BUIL 1815 6r1mn Rd.,Supe 200,Dant,aeach,FIL G. "'.16 V �� PROVER•Fl..Arts Quadranpe July 29,2014CUIVIT /.� �'• w -/p Teo LOCATION N-III Un Sh- PROJECT NO.•GSF LOCATION-Mlaml Shores,FLORpA � 17800 6SF WW v V o ESTIMATE TYPE.REDUCED SCOPE OF WORN AND ADDITIONAL VE ITEMS REVISION No.S 3 PROJECT Budget Cwt GNP PLOD Reduc•0 S.." 2nd DrwM •scops 3rd D••aep• Variance Cun• 1IM5 2116 1 3116 Ex•ndse Ea•reae 01.1General Trades 25,823 7,700 5,500 15,%0 151000 $ (500) 02.1 Demolition 37,537 85,645 51,224 47,874 48,974 f 1,100 Allowances total or$1,100 added,rarer to basis or estimale 03.1Structural Concrete 28,525 - f - In 4.1 04.1 Masonry 70,739 158,655 149,269 59,631 59,631 $ - 015.1 Structural&Met:Steel 30,380 19,112 - - S - NIC 06.1 Millwork&Carpentry 41,392 35,012 7,464 7,464 7,464 f - 07.1 Rooting&Insulation 71,200 70,022 33,118 33,118 33,118 $ - 07.2 Caulking&Waterproofing - - $ - In Trades 08.1 Doors&Hardware 140,900 115,000 98,598 127,400 122,050 $ (5,350)Includes$4,650 In ( allowances rater to basis of estimate 08.3 Glass&Glazing 175,415 280,000 182,630 136,400142,985 S 6,585 Includes$18,200 In allowancerarer to Bats or ,/��i T estimate �n Y 09.1 Drywall&Exterior Finish System 226,081 307,450 � 257,566 237,837 250,356 $ 12,519 New proposal amount Is higher due to Increase In p - t' materials price /// _ •L fTO f UJ 09.2 Acoustical Ceilings&Wall Treatments 67,114 81,900 30,450 13,550 13,550 $ - 09.3 Flooring & &Tile 76,662 139,841 74,512 57,673 57,673 S - /id aLi✓S 09A Paining&Wallcovering 69,337 70,648 70,648 74,895 74,895 $ - 4900. JJ 10.1 Toilet Partitions&Accessories 9,145 10,195 2,390 2,390 2,390 $ - �• , V/ 10.3 MSC Specialties 8,100 8,100 I. - - $ - MC•Lockers by Owner 11.1 Equipment - 1 - $ NIC-By Owner 12.1 Furnishings 7,476 15,094 14,954 - $ - NIC-Removed as requested i L�•�G 6�♦q J� by Owner(Window Coverings) 13.1 Special Construction 4,600 4,600 - - $ - In 06.1 14.1 Elevators&Conveying - 15,000 14,546 14,546 14,546 $ - Chau Lin /r•,.,rA a/`,h.- Q QV�3 21.1 Fire Protection - - 111,200 96,200 96,200 S - Price do not Include U/0 G4.•T`•••f C- eoraction to operational It- (� 22.1 1Plumbing 105,505 100,000 •56,900 56,900 56,900 S _ �7 23.1 vHVAC Systems a 412,132 428,000 358,600 368,600 337,000 S (31,6W) � ((''', ✓/"1 a�, / 26.1 aElectricala 258,178 312,150 266,100 267,600 2384M S (2800) 27.1 4r.Low Voltage Systems 14,352 14,352 - - f - NIC-By Owner 28.1Fire Alarm 77,332 - - $ In 26.1 31.1 Site Work&Utilities 33,491 20,000 10,000 10,000 10,000 $ - Allowance 32.2 Landscaping&Irrigation 17,%0 7,500 7,500 7,500 7,500 $ - Allowanw 0000 Total ESTIMATED CCW Savings If project does - - ! - (3008) (30,898) $ - go CCIP Subguard 25,430 28,820 - - 19,477 S 19,477(as pr SU•mall) CONSTRUCTIONTOTAL DIRECT 2 396 2334396 1,803,169 1,604,180 1,577,611 S (26,569) GENERAL CONDITIONS 406,087 385,350 343,081 225,870 225,870 S - General Requirements 64,000 64,000 64,000 • 36,000 36,000 $ Construction General Conditions 212,271 212,271 i 212,271 135,829 135,829 $ CCIP 70,959 74,648 59,028 46,259 46,259 $ Skanska Bond 23,378 24,593 - - - $ - M Builder's Risk 26,128 NIC NIC NIC NIC By Owner IT Services 9,351 9,837 7,782 7,782 7,782 $ - Penits NIC NIC NIC NIC NIC By Owner The ESTIMATED GLI Cost If project went - - - 24,142 24,142 $ - For Intonation Only Traditional and NOT CCIP The ESTIMATED GLI Savings If project went - - - (24,142) (24,142) $ - For Intonation Only CCIP CONTINGENCY&ESCALATION 220,028 86,800 _ 68,668 48,125 "4-7,328 1$ (797) Project Contingency NIC NIC NIC NIC \NIC,.i �7 31Z, Construction Contingency(3%) 82,510 86,800 68,668 48,125 L47,328 T$ (797) Estimating Contingency(5%) 137,517 - 1 - - $ - • O f CM SERVICES AND FEES 88,606 86,800 i 73,741 68,980 67,837 $ (11142) Construction Management Fees 88,606 86,800 73,741 68,9800-GT, (1,142) $ t?7J- (c Y S_Ua j TOTAL •IRECT CONSTRUCTION C• 714721NONE= ' 485,490 34275 341,036 f (1,940) TOTAL BUIXiET ESTIMATE - 2,749,117 2,893346 r�287,906 1,947,155 1,918,6461,947,155 1,918,646 r � ' �1 ��• ` r 6? 1 r 3 9 .7 d 1 �� - 9(o Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Bill To BARRY UNIVERSITY Invoice Number: CC-12-15-57928 BARRY UNIVERSITY INC Invoice Date: December 03, 2015 11300 2 Avenue MIAMI SHORES, FL 33161-6628 Permit Number: CC-12-15-3013 eturn o: RES, FL 33161-6628 E Shores Village N.E.2nd Avenue Shores, FL 33138-0000 4 ,r Permit Type: Commercial Construction I Work,C ftissification: .r Date Fee Name Fee Type Fee Amount 12/03/2015 DBPR Fee Calculated $842.10 12/03/2015 Technology Fee Calculated $1,497.60 03/03/2016 Plan Review Fee (Engineer) Calculated $120.00 12/03/2015 CCF Calculated $1,123.20 12/03/2015 Miscellaneous Fee Calculated $200.00 08/05/2016 Work without Permit Fee Calculated $56,139.78 12/03/2015 Education Surcharge Calculated $374.40 12/03/2015 DCA Fee Calculated $842.10 12/03/2015 Plan Review Fee (Engineer) Calculated $160.00 12/03/2015 Permit Fee Percentage $56,139.78 04/14/2016 Plan Review Fee (Engineer) Calculated $120.00 04/20/2016 CO/CC Fee Calculated $150.00 12/03/2015 Scanning Fee Calculated $270.00 Total Fees Due: $117,978.96 Payments Date Pay Type Check Number Amount Paid Change 12/03/2015 Credit Card $360.00 i $0.00 02/29/2016 Check 1007 $200.00 $0.00 Total Paid: $560.00 Friday,August 5, 2016 Bill To BARRY UNIVERSITY Invoice Number: CC-12-15-57928 BARRY UNIVERSITY INC 11300 2 Avenue Invoice Date: December 03,2015 MIAMI SHORES, FL 33161-6628 Permit Number: CC-12-15-3013 qq3992 Avenue hRneturn o: RES, FL 33161-6628 Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL 33138-0000 Perm t-Type tCommercial 'Co-nstruct on 1,Work Classification: Date Fee Name Fee Type Fee Amount Total Due: $117,418.96 s Friday,August 5, 2016 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 NOTICE OF VIOLATION DATE: August 4, 2016 TO: Barry University 11300 NE 2"d Ave. Miami Shores, Florida 33161-6628 RE: Fine Art Quadrangle FOLIO: 11-2136-000-0050 YOU ARE HEREBY NOTIFIED that an inspection of the above premises revealed that you have violated the provisions of Miami Shores Village Code of Ordinance, Section 6-4, the provisions of Florida Statute 553.79, and the provisions of the 5th Edition of the 2014 Florida Building Code which have been adopted as the uniform building code for Miami Shores Village, Florida and of the Code of Miami-Dade County. Type of Violation: Building, Electrical, Mechanical, and Plumbing. Chapter: 1 Section: 105.1 of the 5th Edition of the 2014 Florida Building Code To Witt: Failure to obtain permits to renovate, alter and or modify the existing building or structure REQUIREMENTS FOR CORRECTION Provide plans with details and specifications as required under section 107 of the 5TH Edition of the 2014 Florida Building Code, chapter 8-10 of the Miami Dade County Code and Miami Shores Village Code of Ordinances. Obtain required permits and pass required inspections. Therefore, you are hereby directed that on or before Monday, August 22, 2016 you are to correct said VIOLATION and NOTIFY THE UNDERSIGNED BUILDING INSPECTOR that the VIOLATION has been corrected. Failure to make the correction(s)will result in one or more of the following actions: Disconnect utilities services, issuance of a ticket(s) in the amount of$500.00 or more, filing of a civil suit or criminal charges against you or initiation of an unsafe structures case requiring demolition of the structure. Also, failure to comply with this notice may result in the department withholding issuance of other permits to you, referral of this matter to the appropriate licensing board or the filing of a lien against your property in the amount of any unpaid ticketing fines. In accordance with the provisions of Section 8-17 of the Code of Miami-Dade County, you are also responsible for the reasonable costs and expenses incurred by the Building Official in enforcing the provisions of the Building Code. In the event further clarification or assistance is required, please contact Ismael Naranjo, B.O at (305) 795-2204 between the hours of 8:30 A.M. and 5:00 PM. Except in the case of life-safety hazards, you may be granted upon request an extension of time up to 90 days to correct the violation provided your request is submitted prior to the expiration of this Notice of Violation and enforcement costs incurred by the department to date are paid in full. To request an extension,please contact the Building Department by telephone at (305) 795-2207 or by e-mail to naranjoi e miamishoresvilla eg com. Thank you for your cooperation in this matter. Ismael Naranjo;B.O Building Director. Mail Date Mailed: By: Return Receipt Number: Posted By: Date Posted: 1 Y Barry-University Facilities Management ..MSV - Building Department Agenda Date: 08.05.16 > Introductions > Review Expired / Open Permits * Library-Ladder Cage -:Cancel-Ltr. &Permit Completed. Fine Arts Permit -In Negotiations * Sister Linda's Fence -Cancel-Ltr. & Permit Completed. O'Laughlin-Dog Track Electric I -Follow up w/Julianna-`walk In progress. and inspect. * Thompson -Follow up w/JWR?Tirone- In progress. Archon. * F Landon -Need to Review JWR Check Released/Follow =- Expired Permits upw/JWR. > Review Pending Permits * Library.-r Roof -Okay-Re-Submitted. * Landon-Lights On Hold-JNVR-to See if Ismael will release. ' close-out. ' m * Library/D&D Ramps -Okay-Re-Submitted. * O'Laughlin-Exterior Paint Okay-Call for Inspection. * Thompson -Ramp -On Hold-Pending -Follow up w/JWR- Tirone-Archon. y* Adrian-#115 Renov: Revision See if Ismael can expedite. a *. HSC-Score Board-Electric -Cancel-Ltr. & Permit- Submit-Ladder Cage- Ladder Cage/Baseball& Cancellation/Baseball& " Softball-Locker Rooms/ Softball-Locker Rooms Ext. Paint-Colors=Rev. a - • Review Future Projects - * Kelley-Roof -No Outstanding Upcoming project. * Powers-Roof -No Outstanding Upcoming project. j * IT fiompson -Roof Outstanding Permits- Under review. _ _ Review ` * HSC-Softball Outfield Fence -No Outstanding Permit Received. * Adrian-Ramp -No Outstanding In for permit. q * Library-Ramp -No Outstanding In for permit: * D&D-Ramp - No Outstanding In for permit` > Set-up Site Visit > Questions Property Search Application- Miami-Dade County Page 1 of 4 4 41 1 � , o _ i1 t I t l t t l t r j t 1 r j t 1 NIP. When buying real estate property,you should not assume that property taxes will remain the same.Whenever there is a change in ownership,the IMPORTANT assessed value of the property may reset to full market value,which could result in higher property taxes.Please use our Tax Estimator to t MESSAGE approximate your new property taxes. I I t The Property Appraiser does not send tax bills and does not'set or collect taxes.Please visit the Tax Collector's website directly for additional y. information. �� 0000 Address I Owner Name Subdivision Name Folio t t- SEARCH: I 1n NE 2nd Ave Suite DQ Back to Search Results PROPERTY INFORMATION a Folio:11-2136-000-0050 • s Sub-Division: Property Address r — � 11300 NE 2 AVE Miami Shores,FL 33161-6628 Owner -- e i BARRY COLLEGE A KV Mailing Address y� � �• 1�� i I 11300 NE 2 AVE 1' 3'' s ( MIAMI SHORES,FL 33161-8628 `- r I Primary Zona 8200 SCHOOLS&CHURCHES • err• 1 Primary Land Use 7241 EDUCATIONAUSCIENTIFIC-EX: I 1 I EDUCATIONAL-PRIVATE s Beds l Baths l Half 0/0)0 ( Floors 2 • -�. Living Units 88 ! I i Actual Area j 1 Living Area t ! i r Adjusted Area 623,362 Sq Ft i p I lot Size 1,740,400 Sq.Fl oar Bulk 1954 Featured Online Tools 1 Comparable Sales Glossary m. Non-Ad Valorem PA Additional Online Tools Property Record Cards Property Search Help Assessments Property Taxes Report Discrepancies Report Homestead Fraud Tax Comparison Tax Estimator TRIM Notice Value Adjustment Board `k I ASSESSMENT INFORMATION 9 BENEFITS INFORMATION 8 I i Year 2016 7015 20141 j Benefit Type 2016 20/S 2014 j Land Value $6,961,600 $6,961,600 $8,040,648 i I Educational Exemption $46,503,814 $43,013,559 543,216,4661 r Building Value $38.913,434 $33,497,476 $32,592,925 t Note:Not all benefits are applicable to all Taxable Values(.e.County,School Board, 7 Extra Feature Value $2,628,780 $2,554,483 $2,582,893 j City,Regional). ! Market Value 546,503,814 $43,013,559 $43,216,466 s I Assessed Value - d S46,503,814 $43.013,559 ^$43,216,4661 I FULL LEGAL DESCRIPTION 9 � t I f_ I 1 t http://www.miamidade.gov/propertysearch/ t 8/4/2016 • Property Search Application- Miami-Dade County Page 2 of 4 1 I ---._ ......... . --- .TAXABLE VALUE INFORMATION O 136524140AC 2016 2015 2014 SE1/4 OF NE1/4 LESS E35FT 8 LESS COUNTY ,_.__.._._... ..,. ! W40FT -�- 66 �LOT SIZE 1740400 SQUARE FEET j Exemption Value $46,503,814 $43,013,559 $43,218,468 �.. Taxable Value $0 $0 $0 SCHOOLBOARD - Exemption Value $46,503,814 $43,013,559 $43,216,466 Taxable Value- $0 $0 $0 clTv Exemption Value $06,503,814 $43,013,559_ $43,216,466 F -_..._._....._...... .. _,..». _,......................... .., 2222 Taxable Value $0 $0 $0 � I REGIONAL Exemption Value w _$46,503,•814 y $13,013,559 $43,216,466 Taxable Value _-�_ $0 $0 $0 SALES INFORMATION 8 •---___��__.__._..._ _�_._ __.� I Previous Sale Price OR Book-Page Qualification Description { For more information about the Department,of Revenue's Sales _Qualification Codes. 2016_IL20115 2014 LAND INFORMATION 8 1 Land Use Muni Zona PA Zone Unit Type Units Calc Value i GENERAL� S-1 +' 8200-SCHOOLS 6 CHURCHES Square Ft. 1,740,400.00 $6,961,600 BUILDING INFORMATION 9 Building Number Sub Area Year Built Actual Sq.Ft. Living Sq.Ft. Adj Sq.Ft Cal u. 1 1 1954 22,199 $1,267,341 1 2 1970 0 46,786 $2,752,140 1 3 1954 47,323 $1,608,5091 1 1 4 1954 10,248 $581,677 1 5 1987 7,317 $558,784 i 2 1 1969 1,444 $5,4589 3 1 1967 79,172 $4,519,930! I x 4 1 1968 1,739 $80,830 5 1 1940 76,732 $2,608,121 3i{ 5 2 1961 31,905 $1,084,451 6 1 1961 51,867 $2,550,3001 t 7 1 1976 35 $1,416 8 1 1984 31,443 6,303,892 9 1 1984 14,924 $616,690 10 1 1985 14,924 $625,375 r 11985 702 $29,4181 I 12 1 1987 9,555 $767,878 12 2 1987 9,495 $602,8571 13 1 1989 29,792 $2,458,9121 1 t 13 2 1989 15,304 $997,943, 14 1 1990 2,944 $204,019 14 2 1990 2,944 $159,1351 I + 15 1 1990 5,867 $108,5831 ' 15 2 1990 5,867 $317,135; 4 . 16 1 1990 1,929 $133,680{ i 16 2 1990 ' 1,929 $104,270 t 17 1 1995 23,298 r $2,338,374 17 2 1995 18,191 $1,664,695 18 1 1985 3,095 $310,6391 19 1 1997 6,170 $625,046', I r http://www.miamidade.gov/propertysearch/ 8/4/2016 t � t Property Search Application- Miami-Dade County Page 3 of 4 1 j 19 2 1997 14,797 $1,282,722 20 �. 1 __.._ ......-1994_._ 10,971 - $1.228,338 20 2 1994 22,454 $2,138,878 EXTRA FEATURES 8 , - Description Year Built Units Calc Value Guard House-Instead of Pants 2015 24 $8401 Guard House-Instead of Points 2015 48 I$1,680' Cent AIC-Comm(Aprox 300 sgft/Ton) 1997 55 $89,300 Sprinkler SysterriAuto-Wet 1997 20,248 $25,512 Wrought Iron Fence 1997 2,400 $86,688 Sprinkler Systen✓Auto-Wet 1995 2,752 1$3,385 Sprinkler System/Auto-Wet 1995 40,539 SO,- Elevator-Passenger 49,863Elevator-Passenger 1995 2 $19,6801 Cent AIC-Comm(Aprox 300 sgft(Ton) 1995 115 $141,4501 t Cent A/C-Comm(Aprox 300 sgft/ron) 1995 15 $18,4501, Elevator-Passenger,Automatic-2500 Ib Hi-rise 1994 3 $34,020 Cent A/C-Comm(Aprox 300 sgfVTon) 1994 75 $91,125 Sprinkler System/Auto-Wet 1994 14,000 $17,0101 Central AIC(Aprox 400 sgft/Ton) 1990 17 $15,708 Central AIC(Aprox 400 sgft/Ton) 1990 31 $28,644 Central A/C(Aprox 400 sgft/Ton) 1990 11 $10,164 Wall-CBS unreinforced 1989 220 $669 Chill Water AIC(Aprox 300 sgNron) 1989 131 $248,900 t Cent AIC-Comm(Aprox 300 sgfVTon) 1989 40 $45,800 Elevator-Passenger 1989 2 $18,240�. i Patio-Concrete Slab 1989 11,563 $34,226 1 Patio-Concrete Slab 1987 265 $763 y Paving-Concrete 1987 123 $319 Cent AIC-Comm(Aprox 300 sqf rron) 1987 25 $27,750 Cent AIC-Comm(Aprox 300 sgft/Ton) 1987 39 $43,290 Well-CBS 4 to 8 in,reinforced 1987 98 $580 Wall-CBS 4 to 8 in,reinforced 1987 360 $2,131 Chain-fink Fence 4-5 8 high 1986 350- $2,555 Cent AIC-Comm(Aprox 300 sgft(Ton) 1985 48 $51,840 Pool-Wading-2-4'depth 1984 144 )$3,002 it Patio-Brick,Tile,Flagstone 1984 2,144 $16,391 r Chill Water IVC(Aprox 300 sgtt/Ton) 1984 175 $310,625 Cent A/C-Comm(Aprox 300 sgft/Ton) 1984 38 $38,340 Elevator-Passenger 1984 2 Well-CBS unreinforced 1983 i 800 $2,2401 } Paving-Concrete 1978 800 v$1,820 i Walt-CBS unreinforced 1978 600 $1,5601 Cent A/C-Comm(Aprox 300 sg0/Ton) 1973 90 $81,000 Wall-CBS unreinforced 1970 1,385 $3,158 Elevator-Passenger 1989 3 $20,180 Chain-link Fence 4-5 it high 1969 200 $1,120 Patio-Tenago,Pebble 1969 4,032 $16,249 V Paving-Asphalt 1969 22,785 $19,139 I Patio-Screened over Concrete Slab 1968 2,025 $9,963' r Chain-ink Fence 8-9 8 high 1968 770 $7,6231 Cent A/C-Comm(Aprox 300 sgNTon) 1968 247 $203,775 I Cent A/C-Comm(Aprox 300 sgft/Ton) 1968 160 $132,0001 Tennis Court-Concrete or Heavier Asphalt 1968 28,750 $79,0631 l Wall-CBS unreinforced 1968 644 $1,4171 i Paving-Asphalt 1967 11,200 $9,240 Cent AIC-Comm(Aprox 300 sqf rron) 1961 310 $255,750 1 Patio-Terra o,Pebble 1961 9,119 $35,564 http://www.miamidade.gov/propertysearch/ 8/4/2016 Detail by Entity Name Page 1 of 3 FLO+ OF STATE .y1 DIVISION OF CORPORATION'S .Detail by Entity Name Florida Not For Profit Corporation BARRY UNIVERSITY, INC. Filing Information j Document Number 711458 E FEI/EIN Number 59-0624364 i Date Filed 09/08/1966 State FL Status ACTIVE Last Event AMENDED AND RESTATED ARTICLES Event Date Filed 03/27/2009 Event Effective Date NONE l + Principal Address ' 11300 N.E. SECOND AVENUE ROOM 105 FARRELL HALL MIAMI, FL 33161 Changed: 02/08/2012 Mailing Address 11300 N.E. SECOND AVENUE ROOM 105, FARRELL HALL MIAMI, FL 33161 Changed: 01/31/2011 Registered Agent Name & Address T Dudgeon, David 11300 NE SECOND AVE LaVoie Hall #209 ' MIAMI, FL 33161 Name Changed: 03/31/2014 Address Changed: 63/31/2014 Officer/Director Detail Name &Address Title S F A ,http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity,'.. 8/4/2016 Detail by Entity Name Page 2 of 3 DUDGEON, DAVID 11300 NE SECOND AVE MIAMI, FL 33161 t Title T Rosenthal, Susan 11300 N.E. SECOND AVENUE ROOM 105 FARRELL HALL MIAMI, FL 33161 Title D i Bussel, John 11300 NE SECOND AVE MIAMI, FL 33161 Title PD BEVILACQUA, SISTER LINDA (.PJAWS7 Pfgz2 t- eA 11300 NE SECOND AVE 4,,; AeZ `S MIAMI, FL 33161 Annual Reports Report Year Filed Date 2014 03/31/2014 2015 04/23/2015 2016 04/29/2016 Document Images 04/29/2016 -- ANNUAL REPORT View image in PDF for 04/23/2015 --ANNUAL REPORT View image in PDF format 03/31/2014 --ANNUAL REPORT View image in PDF for z 04/01/2013 --ANNUAL REPORT View image in PDF for 02/08/2012 --ANNUAL REPORT View image in PDF for 01/31/2011 -- ANNUAL REPORT View image in PDF for 01/29/2010 --ANNUAL REPORT View image in PDF format 03/27/2009 --Amended and Restated Articles View image in PDF for 03/19/2009 --ANNUAL REPORT View image in PDF for i c i 05/23/2008 --ANNUAL REPORT View image in PDF format 02/05/2007 --ANNUAL REPORT View image in PDF for 02/10/2006 --ANNUAL REPORT View image in PDF for 05/02/2005 -- ANNUAL REPORT View image in PDF for 06/0812004 --Amended and Restated Articles View image in PDF format 02/26/2004 --ANNUAL REPORT View image in PDF format http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 8/4/2016 Detail by Entity Name Page 3 of 3 01/23/2003 -- ANNUAL REPORT View image in PDF for 05/13/2002 --ANNUAL REPORT View image in PDF for 05%10/2001 --ANNUAL REPORT View image in PDF for 06/09/2000 -- MergerF View image in PDF format 05/09/2000 --ANNUAL REPORT View image in PDF for 05/11/1999 -- ANNUAL REPORT View image in PDF format 05/19/1998 --ANNUAL REPORT View image in PDF for 03/14/1997 --ANNUAL REPORT View image in PDF for 02/14/1996 --ANNUAL REPORT View image in PDF format f t 02/16/1995 --ANNUAL REPORT View image in PDF for , t:;oovright€)and Privacy Policies State of Florida, Department of State 1 K 1 f r http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity..'. 8/4/2016 MASTER 5523 WEST CYPRESS ST.,STE.200 101 NE THIRD AVENUE,STE.1500 TAMPA,FLORIDA 33607 FT.LAUDERDALE,FLORIDA 33301 P(813)287-3600 F(813)287-3622 P(866)461-2011 F(813)287-3622 CONSULTING 5950 LAKEHURST DR.,STE.183 ENGINEERS INC. ORLANDO,FLORIDA 32819 j f P(407)351-2384 'F(813)287-3622 01BLIN1W STRUCTURAL CONSULTANTS r www.mcengineers.com okj Aril 4 2016 ' •••• •••••• .. .... ..0:00 .... ....% Miami Shores Village :""' ..... Building Department •••••• ••:..' 10050 Northeast 2"d Ave. CUEF •• •• •••••• Miami Shores, FL 33138 . . ...... Re: Structural Calculations for Fine Arts Quadrangle Exterior Renovation Permit Number 15-3013 r a MICE has provided the structural calculations enclosed herein for the Exterior Renovatimof the Fine Arts Quadrangle at Barry University located within Miami Shores. The design of all wind loads are in accordance with the 2014 Florida Building Code (5"' Edition) HVHZ-Zone complying with section 1620 using wind speeds of 175 MPH and exposure C for Miami-Dade County, Florida. If we can be of further assistance please call. { Submitted•CoBy.• ��teareer��,� I Master. nsulting.Engineers, Inc. Oe��OQ .• N•S E ?'•v G R,3 X53 •�c We 1 Armando A. Caste�Ilon�P• J� i FL. 0egistration•#4345 Structural Engineering Threshold Inspections ( Forensic Engineering t MASTER ` Page 2 of 2 CONSULTING,. Plans Reviewer ENGINEERS, INC. April a,2016 STRUCTURAL CONSULTANTS TABLE OF CONTENTS 1. . . .... ...... Page"Title: SheetAoi ;••• • *00:0* .... ...... Wind Design Data 1-2*::::* ;••••; ...... .... . ..... I Window Jamb CMU Design using Masonry Elements 3-70•;••; •••;• •• ••• Door Jamb CMU Design using Masonry Elements 8-12 0 ; ', ••••;• •••••• CMU Wall,Panel Design 13-17 • •••• • •• • Lintel Design for 4'-6" Opening 18-21 1 Lintel Design for 12'-6" Opening 22-25 • � 1 h } a t , 3 I I Structural Engineering Threshold Inspections ( Forensic Engineering ° r i 1, i F MASTER Project: Barry College Fine Arts Quadrangle ASCE 7-10 Main Wind Client:Harvard Jolly Made by Date Page CONSULTING Location: Miami Shores,Florida CCD 4-Apr-16 1 ENGINEERS, INC. Checked Revision Job No Low rise Buildings Eq:6-16 Height Kd Kv Vh •••••• =Input 15 0.85 0.85• • 4.00 5614 • Wind Speed(mph 175 =Needed Calc. 20 0.90 0.85 TOO 6 . •• Category ill-, =Main Calc. 25 0.94 0.85 1.00 %1.64 • �' Imp.Factor 1.00 Red Text =Final Value 30 0.98 0.85•• •1.00 69:31 Enclosure Class. Enclosed, 40 1.04 1 0.85 " .00 Exposure C: ' - 50 1.09 0.85 ' "1.00 72.64 i • • Mean height(n) 16:17 59 Ft Max.this talc.is for Low rise only 60 1.13 0.85 002-00 ••••• Roof Slope(Deg.) 0-5 70 1.17 0.85" "1.00 77.97 •"' • 1 Kz= 0.86 80 1.21 0.85" " .00 811.63 • qh(Psf)= 57%_ 1 90 1.24 0.85• 4.00 82:63 ••••i• 100 1.26 0.85• •:1.00 83.97 • • i Wall Loads 120 1.31 0.85' 4.00 L•GRAO Ii•••• Case A .. Surface GGPf GCp, OGCO qn Ps R '(PWY:r" ipso' Service'CQst7;se�SPsfl. 1 0.40 0.18 -0.18 57.42 12.63 33.31 7.58 19.98 2 -0.69 0.18 -0.18 . 57.42 -49.96 -29.29 -29.98 -17.57 I 3 -0.37 0.18 -0.18 57.42 -31.58 -10.91 -18.95 -6.55 4 -0.29 0.18 -0.18 57.42 -26.99 -6.32 -16.19 -3.79 r i 45 -0.45 0.18 -0.18 57.42 -36.18 -15.50 -21.71 -9.30 6 -0.45 0.18 -0.18 57.42 -36.18 -15.50 -21.71 -9.30 0 IE 0.61 0.18 -0.18 57.42 24.69 45.36 14.82 27.22 r 2E -1.07 0.18 -0.18 57.42 -71.78 -51.11 43.07 -30.66 3E -0.53 0.18 -0.18 57.42 -40.77 -20.10 -24.46 -12.06 4E -0.43 0.18 -0.18 57.42 -35.03 -14.36 -21.02 -8.61 5E 0.00 0.18 -0.18 57.42 -10.34 10.34 -6.20 6.20 6E 0.00 0.18 -0.18 57.42 -10.34 1 10.34 -6.20 6.20 Roof stone: 0-5 Degrees??? i w pressucea ;(*, t3 pi� `*"'.wield aresstre.witlt"(-1 GCat 1 P=qh (%)-(G Cl) O 3 6 7 � 1 � Y r CASE A CASE B7 ` End Zone Width f o�eriox Least Horiz.Dimension y*.'00. T Ft. twtCE Building Height 16.17 Ft. PA-Height 6.47 Ft. .10'Width 3.00 Ft. Dimension(a) 3.00 Ft. Dimension(2a) 16.00 Ft. Secnm.v lkzo� ifVHZ ?I:>VIS 1^75- M?y kvbC-�t��5�/�� C /Wih- f - b1 bd- e.,ww 7y PAGE 1 i 1 i r 4. Project:Barry College Fine Arts Quadrangle ASCE 740 C 8 C 1 MASTER Client:Harvard Jolly Made by Data Page CONSULTING Location:Miami Shores,Florida cco 4-Apr-1e. 2 ENGINEERS,INC. Chackad Ravlslon Job No ) t Deskin Wind Pressure IPA End Zana Width t %psf= 67.56 NOTE:WIND PRESSURE IS WITH Kd=1 -Dimmslon(s) 3.00 FL *96* Mean height(ft)= 16.17 • • •••••• •••••• Positve Negative P = gh (GC )-(GC j) •••• • •••• •• Int.Press,Coeff.Gcpi= 0.18 -0.18 p p • • Roof Angle 27'<e545'._- . •••••• •••• •••••• • Design Wind Speed 175.00 MPH Category II Exposure C •••••• Walls 00 Extemal Pressure Coefficient-GCp •••''• • • 0:::: Effective Mind Area ft- •• e• • • • Zone a-1.40 20ft2 SOft, 100ft 200ft2. 500fr2 •00000 { • •• 4+ 0.95 0.90 0.80 ., .: 0.75 0.70 • • • • 5+ 0.95 0.90 0.80 '0.75 0.70 •••••- • • • • • 4" 4- -1.05 -1.00 •0.90 -0.90 -0.60. • • • •••••• 5- -1.30 =1.20 -1.10 -0.95 -0.80 •• • •••• • • Maximum Design Pressup igsfl for walls,wl do do Effective Wind Area(ft"21 1 Zone 10ft2 . 20fe 50ft2 - 1 00f '200W 500ft > L 4+ 80 76 73 66 ' 63 S9 _ <-WIND LOADS FOR PLAN SHEET 5+ 80 76 73 66 63 59 4- -06 -83 -80 -73 -73 '-06 5- ,_ln7-- -100 -93 46 -76 •66 Roof(27'<6 5 45'1 erns ressureo c en -0Cp ttective WI d Area • - - ` " Zone IOft2 2082 5Dft2 low 200(12 500ft2 1 0.90 0.85 0.85 0.80 0.80 0.80 2 0.90 0.85 0.85 0.80 0.80 0.80 3 0.90 0.85 0.85 "0.80 0.80 0.80 I ' -1 4.00 -0.90 -0.87 -. -0.80 -0.80 -0.80 -2 -1.20 -1.10 -1.10 -1.00 -1.00 -1.00- -3 -1.20 -1.10 -1.10 -1.00 -1.00 -1.00 2ov -2.00 -1.95 -1.87 _-1.80 -1.80 - -1.80 y 30v -2.00 -1.95 -1.87 -1.80 -1.80 -1.80 Maximum Desion Prqssre for roof and overhan ss Effective Wind Area W21 Zone loft, 20ft2 50ft, i 00 20W - 500(12 i. 1 73 70 70 66 66 66 .<_WIND LOADS FOR PLAN SHEET 2 73 70 70 66 66 66 3 73 70 70 66 66 66 -1 -80 -73 -71 •66 -66 -66 1 -2 -93 -66 -86 -00 -80 -80 -86 -86 -80 -80 -80 ,t i 2ov -147 -144 -138 -134 -134 -134 30v -147 -144 1 -138 -134 -134 -134 Y 1 ( Maximum ftryLV eEqjsurgJW • Effective Wind Area Ift^2 )' Zone IOft2 20ft 50ft2 100((2 200ft 500((2 1 44 42 42 40 - 40 40 ' 2 44 42 42 40 40 40. I: 3 44 42 42 -40 40 -40 -1 -48 -44 -43 -40 -40 -40 r -2 _ -56 •52 -52 48 -48 -48 1- -3 -56- -52 -52 •46 48 -48 )_ 2ov -88 -86 -83 '-80 -80 -80 3ov -88- -86 -83 430 -60 -80 4+ 48 46 44 40 -38 36 + 5+ 48 46 44 40 38 36 - 4- -52 -50 48 -04 134 40 5- -64 •60 S6. -52 46 40 J 4 i M PAGE 2 A r t i6en} Current Date:4/4/2016 4:21 PM Units system:English I: File name:PM 000 Projects\1413 HarvardJolly\1413-117 Barry University Fine Arts Quadrangle\Engineenng\Masonry Elements\Window Reinf..msw\ Design Results ; '....• ...•;• •. • .... + Masonry wall ...... .... ...... GENERAL INFORMATION: • • •.•.•• Global Status OK • • •••••• Design code TMS 402-11 ASD ••••.`i • • ••.••• Geometry: � • • � • Total height - 12.00[ft] • • • ••.+•• Total length 37.00[it] ,ge.g. LCNL nf'fo 64?7v2r Z✓1N��'^�� Base support type Continuous(, Wall bottom restraint Pinned Column bottom restraint Fixed Rigidity elements None I G Materials: Material CMU 1.5-60 Mortar type Porl/Mort-M/S Grouting type Partial grouting Mortar bed type Full bed Masonry compression strength(F'm) 1.5[Kip/int] 1 Steel tension strength(fy) 60[Kipfin2] Steel allowable tension strength(Fs) 32[Kipfin2] Joint reinforcement allowable tension strength(Fs) 0[Kipfi62] 3, Steel elasticity modulus(Es) 29000[Kip1in2] a Masonry elasticity modulus(Em) 1350[Kiprn2] Masonry unit weight 0.135[Kip/ft3] Number of stories: 1 Story Story height Wall thickness Effective unit weight [ft] [in] [Kip/ft3] 1 12.00 7.63 0.07 i Openings: Reference X Coordinate Y Coordinate Width Height ` [it] [ft] [n] 4 [ft] Lower left 5.00 2.67 12.50 7.83 Lower left 18.83 2.67 12.50 7.83 Load conditions: r , 9 Pagel i ` - 0 PAGE 3 r y # t ID Comb. Category Description DL No DL Dead Load LL No LL Live Load Wz No WIND Wind in Z Wy No WIND Wind in Y D1 Yes DL D2 Yes DL+LL •••• D3 Yes DL+0.75LL A54G 7.10 ,-5-b r.�4r•V(i�� •••••• D4 Yes DL+0.6Wz • D5 Yes DL+0.6Wy • • i D6 Yes DL+0.75LL+0.45Wz • D7 Yes DL+0.75LL+0.45Wy � ��•� •••• • • • • D8 Yes 0.6DL+0.6Wz • • •••••• D9 Yes 0.6DL+0.6Wy •••• • ••••• S1 Yes DL •••••• • • ••i••� • • •••••• S2 Yes DL+LL •• •• • •••••• S3 Yes DL+0.75LL • S4 Yes DL+0.6W7CC 7-tp• � �viFE ••••i• S5 Yes DL+0.6Wy 4a+'rl �on�oS �••••• • • S6 Yes 0.6DL+0.6Wz • ••• •• S7 Yes 0.6DL+0.6Wy •• • • •• •. • Distributed loads: Consider self weight DL Story Condition Direction Magnitude Eccentricity [KI 1111 [ft] 1 e DL Vertical 0.45 0.00 3 1 LL Vertical 0.30' 0.00 1 Wy Vertical. 0.99 0.00 Out-of-plane loads: Story Condition Magnitude ,F [Kip/ft2] ~/~ [ 1 WzJ .11 tr / Parapet Wi /-0.11 :i r T�"SS �.2y ax, BEARING WALL DESIGN: t_ IL 3 D ag F LL LO"sr- Status OK w, �b y s (a6 psr= (Ulr) bL y66'(Z41Z o/� ktr �.S+E Rr lOS� �c�.v5rr>✓ITr�4) = /0'7 ?'Sr Paget v e-r c.-�w',.� 5�- k PAGE 4 1 1 1.5 ft 7.83 ft g �• sees �r� rn - `• - a ' `` .: '� sees• 0600•• -'r*•v i • i 2.67 ft i �• }x r '�F3 J • • OWL 14 6� ••• •••••• fie' 0 ••••60 5ft 12.5 ft 1,331 12.5 ft ... elft 0seee:*0 so Geometry: •• •• • •••••• • i 0 • •00000 Segment X Coordinate Y Coordinate Width Height i • i • • •• e i• 1 [ft] [ft] [ft] [ft] • • 00,000* • • 1 0.00 0.00 5.00 2.67 •• • •••.•• • • 2 5.00 0.00 12.50 2.67 •• • 3 17.50 0.00 1.33 2.67 4 18.83 0.00 12.50 2.67 a 5 31.33 0.00 5.67 2.67 6 0.00 2.67 5.00 7.83 ! a 7 17.50 2.67 1.33 7.83 ti 8 31.33 2.67 5.67 7.83 ' 9 0.00 10.50 ` 5.00 1.50 10 5.00 10.50 12.50 1.50 11 17.50 + 10.50, 1.33 1.50 12 18.83 10.50 12.50 1.50 13 31.33 10.50 5.67 1.50 Vertical reinforcement: Segment Bars Spacing L'd [in] [in] , 1 3-#5 24.00 39.33 p ; 2 245 96.00 39.33 3 245 8.00 39.33 i 4 245 96.00 39.33 F, 5 345 24.00 c 39.33 6 345 _ _ 4.00___.__.__-•339.33 f .s 6Twei!V f.� +�110W vi�U''•�tof!S� 25 � 8.00 _3-i5______27439.33 ,-h4 iJSc= b 8 .00 39.33 1 9 345 .24.00 39.33 10 2-45 96.00. 39.33 11 245 8.00 39.33 12 245 96.00 39.33 13 345 24.00 39.33 ] Results:Combined axial flexure t N1 �_ t i Page3 t PAGE 5 I Segment Condition P M Ma Ratio •• •••• • (Kip) [Kip'ft) [Kip'ft) •••••• ••i• ••"••i• k • 1 D8(Top) 4.24 5.07 7.39 0.69 r ••'• 2 D8(Max) 1.91 1.68 5.07 0.33 • •••••• . . . . p 3 D8(To ) 277 174 284 061 W • • ••••• F • • 4 D8(Max) ' 1.72 1.62 5.02 0.32 :9 0: :•••:• �� 5 * 0 4.79 6.27 8.37 0.75 Q''T •• • •••• • 6 D8(Max) 3.77 ` 7.10 7.34 0.97 7 -D8(Max) 4.75 2.64 3.01 0.88 ' ' ' ••'••' 8 D8(Max) 3.99 7.77 8.29 0.94 -:98 • • • • 9 D8(Bottom) '1.46 3.09. 7.09 0.44 •� • 4'•••• •��• 10 D4(Max) -1.48 0.66 4.12 0.16 F •• • 11 DS(Bottom) 1.98 0.83 2.78 0.30 L'�7 12 D8(Bottom) 6.64 0.81 6:38 0.13 i 13 D8(Bottom)_ 4.13 3.48 8.30 0.42 G7 i Interaction diagrams,P vs.M: a t } P vs.U(Segment 6) P vs.M{Segment 8) i ''rr� t TrTF ` , c i �`IT L =r; 1 r rte Z Z 160 1 r'1t ; .� +�` 1 1TrrtTF F'ar � •if * * LU Z + L+; ! Tg 100 # i ff 1 i+ Y t .° i I i •.t f f rr '}i"r 44 t7`sc- 44, 'tt••••H. rr i-''r "!^+i' �-F-'r�-• r ..f.a..I?r r iiii�+-F{-3 i-• r. �. •3 - 0 a 6 9 1: U -3 0 3 a 9 12 15 /3 1 AICeTGLt FKb".7 ,, 6lorfrclC CKb�ii 1 Results:Axial compression Segment Condition P Pa Ratio 1 [Kip] [Kip) 1 D7(Top) 13.92 87.29 0.16 [ 7 ¢ 2 D7(Bottom) 7.40 190.07 Y 0.04 3 D7(Top) 10.13 35.61 0.28 i 4 D7(Bottom) 7.16 190.07 0.04 5 D7(Top) 15.81 98.93 0.16 ' 6 D7(Bottom) 13.92 87.29 0.16 7 1)7(8ottom) 17.18 35.61 0.48 tk 8 D7(Top) 15.91 98.93 0.16 L 9 D7(Top) 9.19 87.29 0.11 E� i 10 D7(Bottom) 30.47 190.07 0.16 11 D7(Bottom) 7.59 35.61 0.21 . 12 D7(Bottom) 25.58 190.07 10.13 13 D7(Bottom) 15.91 98.93 0.16 L-1 t ` Page4 { PAGE 6 r f a • • Results:Axial tension •••• : •••• •• Segment Condition ft Fs Ratio • [Kipfin2] [Kip/int] •••••• •••• • ••••• 1 D1(Top) 0.00 32.00 0.00 C • • 2 D1(Top) 0.00 32.00 0.00 C ••�••� �.••�• ••••• a "3 D1(Top) 0.00 32.00 0.00 �_� •• •• • •••••• • 4 A D1(Top) 0.00 32.00 0.00 �� •• • • • t 5 Dl(Top) 0.00 32.00 0.00 • • • • •••••• 6 D1(Top) 0.00 32.00 0.00 �� •••••• 7 D1(Top) 0.60 32.00 0.00 •• • •i•• • • 8 D1(Top) 0.00 32.00 0.00 •••• 9 D1(Top) 0.00 32.60 0.00 10 D6(Max) 3.77 32.00 0.12 11 D7(Top) 2.80 32.00 0.09 E� 12 D1(Top) 0.00 32.00 0.00 O I 13 D1(Top) 0.00 32.00 0.00 r: Results:Shear i. Segment Condition fv Fv Ratio [Kipfin2] [Kipfin2] 1 D8(Max) 0.008 0.049 0.17 1 2 68(Max) 0.003 0.044 0.06 3 D8(Max) 0A13 0.054 0.24 ] 4 D8(Max) 0.003 0.044 0.06 5 D8(Max) 0.008 0.048 0.16 r r 6 D8(Top) 0.007 0.045 0.16 7 D8(Top) 0.010 0.052 0.197 8 D8(Top) 0.008 0.048 0.16 9 D8(Max) 0.009 0.046 0.207 10 D8(Max) 0.002 0.044 0.06 11 D8(Max) 0.010 0.051 0.20 12 D8(Max) 0.003 0.046 0.06 [ 7 13 D8(Max) 6.011 0.048 0.24 L Notes: r .P=Axial load `Pa=Allowable compressive force due to axial load. M=Moment at the section under consideration. .Ma=Wall allowable moment due to axial force or lintel pure flexure allowable moment fa=Calculated compressive stress due to axial load only 1 fb=Calculated compressive stress due to axial flexure only 'ft=Calculated axial tension `Fa=Allowable compressive stress due to axial load only 1 Fb=Allowable compressive stress due to axial flexure only 'fv=Calculated shear stress Fs=Allowable tensile or compressive stress `Fv=Allowable shear stress .Id=Embedmentlength r .As=Effective cross sectional area of reinforcement 'Ss=Calculated deflection 8max=Maximum allowable deflection 1 r Page5 r PAGE 7 • •9• I •••• 0090•• • • njaenttey- Current ;... .Date:4/4/2016 4:22 PM i* *0 •""• Units system:English •••• 1 ••••• File name:PM 000 Projects\1413 HarvardJolly\1413-117 Barry University Fine Arts Quadrangle\Engineering\MasonviaenKmts\Door9Reinf.onswX *00** • • • 999x9• Design Results •••••• •' • • • • 99.99• Masonry wall •..•.• GENERAL INFORMATION: Global status : OK Design code TMS 402-11 ASD r Geometry: ? I. Total height r 12.00[ft] Total length 20.00[ft] Base support type Continuous Wall bottom restraint Pinned Column bottom restraint - Fixed Rigidity elements None r Materials: Material CMU 1.5-60 Mortar type Port/Mort-MIS Grouting type Partial grouting Mortar bed type Face shell bed I Masonry compression strength(F'm) 1.5[Kipfin2] Steel tension strength(fy) 60[Kipfin2] Steel allowable tension strength(Fs) 32[Kipfin2] Joint reinforcement allowable tension strength(Fs) 0[Kipfin2] Steel elasticity modulus(Es) 29000[Kipfin2] Masonry elasticity modulus(Em) 1350[Kipfin2]• I Masonry unit weight 0.135[Kip/ft3] Number of stories: 1 Story Story height Wall thickness Effective unit weight [ft] [in] [Kiptft3] T 1 12.00 7.63 0.07 Openings: { Reference X Coordinate Y Coordinate Width Height + IN [ft] [ft] IN Lower left 5.00 0.00 3.33 7.17 + Lower left 9.67 0.00 3.33 7.17 I Load conditions: } r Pagel r PAGE 8 ID Comb. Category Description •••• • •••• •• DL No DL Dead Load • LL No LL Live Load •••••• Wz No WWii IND ndinZ •••i•• i•••i• • • Wy No WIND Wind in Y •••• • •••••• D1 Yes DL • • •••••• • • • ••• D2 Yes DL+LL • • •••••• D3 Yes DL+0.75LL •••••• • •• • • • • D4 Yes DL+0.6Wz • • • • •••••• a D5 Yes DL+0.6Wy •••••• D6 Yes DL+0.75LL+0.45Wz • ••• • ***Goo D7 Yes DL+0.75LL+0.45Wy •• • •••:•• • • D8 Yes 0.6DL+0.6Wz •• • D9 Yes 0.6DL+0.6Wy S1 Yes DL S2 Yes DL+LL S3 Yes DL+0.75LL S4 Yes DL+0.6Wz S5 Yes DL+0.6Wy S6 Yes 0.6DL+0.6Wz a S7 Yes 0.6DL+0.6Wy Distributed loads: Consider self weight DL Story Condition Direction Magnitude Eccentricity " [Kip/ft] [ft] 1 DL Vertical 0.45 0.00 t 1 LL Vertical 0.30 0.00 1 Wy Vertical 0.99 0.00 Out-of-plane loads: a Story Condition Magnitude [Kip/ft2] 1 Wz -0.11 Parapet Wz 411 BEARING WALL DESIGN: Status OK t q y Y 7 t i Page2 r PAGE 9 i 4.83 ft r k io 14 at �" `� t, r +►�IP \...- _ _:' VMS�, r �,'4Y� • • • 7.17 ft G P i 5-ft 3.33AMX33 ft 7 ft .f Geometry: f Segment X Coordinate Y Coordinate Width Height Iftl" Ift] Ift] Ift] 1 1 0.00 0.00 5.00 7.17 { 2 8.33 0.00 1.33 7.17 ` 3 13.00 0.00 7.00 7.17 4 0.00 7.17 5.00 4.83 5 5.00 7.17 3.33 4.83 6 8.33 7.17 1.33 4.83 w 7 9.67 7.17 3.33 4.83 8 13.00 7.17 7.00 4.83 i r Vertical reinforcement: Segment Bars Spacing Ld r , [in] CN k 1 345. 24.00 39.33 145 16.00 39.3 aQ VS u` be--t- &?c,AJ/n�5 345 32.00 39.33 4 345 24.00 39.33 5 145 64.00 39.33 6 145 16.00 39.33 7 145 64.00 39.33 � 8 345 32.00 39.33 Results:Combined axial flexure t i r- Y , Page3 l F , PAGE 10 t t ' t. ' 1 q.. 4. + l Segment Condition P Nf Ma Ratio [Kip] [Kip'ft] [Kip`ft] 0000 0000 0000•• z ^• 1 D8(Top) 2.88 6.60 • 7.24 0.91 •�' - ��* •e• • 2 D8(Max) 1.35 2.04 2.23 0.91 F7• ` ;"` •• 0000 0000 •••�•• P` 3 D8(fop) 3.54 8.44 8.48 0.99 - ��'� " • 4 D8(Bottorn 2.88 6.60 7.24 0.91 I "`0 • • • • 0000•• 5 D8(Max) 0.77 1.88 2.03 0.93 0000 • • • • 6 D8(Bottom) 0.99. 1.80 2.20 0.82 000 ):�•••• ••�••• 7 D8(Max) 0.76 '1.88 2.03 0.93 "- 0000 • • ••••• 8 D8(Bottom) ` 3.54 8.43 8.48 0.99 *be* 000 ; "" •••••• Interaction diagrams,P vs.M: i•••••• •• • •0•• • ••, t ' P vs.M(Seglrent 3) P vs.M(Segment 8) •• • _ `- Thr,: ITIRt. ' -�, . ��-- -}±t- w -i^�+ '�,...,y. �i•_F -I-�5-�- }•-. 52 r•-.i ' tit', t ..f,�� y...t-.�`�. 4-L HE INto IzT it k. 40 40 1-.w1+' rly' y + }��-' 44. .L.+.a �r-...•--. r7 -iWi.-µ{ ai.;�• .•ert-�..+,...�..:«. �.l- T �+-... t 0 It - 8 '1. 16 :1C -t- O t 6 U 16 1: r Results:Axial compression F Segment Condition P Pa` Ratio [Kip] [Kip] i r 1 D7(Bottom) 11.57 76.58 0.15 F7 t 2 D7(Bottom) 4.62 12.46 0.37 3 D7(Bottom) 14.82 98.34 0.15 4 D7(Bottom) 9.54 76.58 0.12 r 5 07(Top) 3.84 32.67 0.12 6 D7(Bottom) 3.29 12.46 0.26 (` 1 i 7 D7(Top) 3.80 '32.67. 0.12 8 D7(Boftom) 11.80 98.34 0.12 a Results:Axial tension - t Segment Condition ft Fs Ratio 1. [Kipfin2] [Kiprn2] q , 1 D1(Top) 0.00 32.00 0.00 2 D1(Top) 0.00 32.00 0.00 3 D1(Top) 0.00 32.00 0.00 O 4 D1(Top) 0.00 32.00 0.00 D 5 D1(Top) 0.00 s 32.00 0.00 � . t Page4 ' s + PAGE 11 t ' 1 6 D1(Top) 0.00 32.00 0.00 1 7 D1(Top) 0.00 32.00 0.00 8 D1(Top) 0.00 32.00 0.00 Results:Shear t Segment Condition fv Fv Ratio ••••'• [Kip/in2] 1[Kip/in2J i ••• •••• •••••• • • • _ 1 D8(Max) 0.007 0.047 0.14 � •••••• •••• •••••• • 2 D8(Top) 0.014 0.048 0.30 •••••r i • • 3 D8(Max) 0.007 0.047 0.14 z •••••• • • •••••• 4 D8(Max) 0.006 0.046 0.13 � •••• • ••••• r 5 08(Max) 0.008 0.045 0.18 L • • 1 6 D8(Bottom) 0.014 0.048 0.30 •••••• �••••• •�••••' 7 D8(Max) 0.009 0.045 0.20 • 8 D8(Max) 0.006 0.046 0.13 • • • • Notes: •• • •••• • • •P=Axial load j •Pa=Allowable compressive force due to axial load. •M=Moment at the section under consideration. •Ma=Wall allowable moment due to axial force or lintel pure flexure allowable moment •fa=Calculated compressive stress due to axial load only •fb=Calculated compressive stress due to axial flexure only 1 1 •ft=Calculated axial tension Fa=Allowable compressive stress due to axial load only •Fb=Allowable compressive stress due to axial flexure only Iv=Calculated shear stress s 'Fs=Allowable tensile or compressive stress 'Fv=Allowable shear stress Id=Embedment length 'As=Effective cross sectional area of reinforcement , • Ss,=Calculated deflection •Smax=Maximum allowable deflection i t ,a r 5 7 � , { 1 d F 9 e Pages } PAGE 12 s � 4 � r IKAMMLAMASTER Project ,lob Ref. CONSULTING Barry FAQ-Exterior Renovation 1413-117 RN&III 111111111111111W I ENGINEERS, INC. section Sheet no./rev. STRUCTURAL CONSULTANTS Masonry Infill Wall Design 1 I Master Consulting Engineers,Inc. Calc.by Date Chkd by Date App'd by Date Tampa,Orlando&Fort Lauderdale Florida CCD 4/4/2016 MASONRY WALL PANEL DESIGN TO MSJC-11 : .0. a 0000 ••••:• of • •000 • Using the allowable stress design method 000000 ••0• 0•••0• •••Teck calculation vmion 2.1.03 • • Masonry wall panel details *00000 !- :00000 Wall Pahel Design-Reinforced single-wythe wall,the wall is pinned at the top and at the bottom for out of plane loads ••:••• ,. • 0000• 00 0 The wall is fixed at the bottom and free at the top for in plane loads •••••• :-:-0: Panel length L=30 ft .:0000 • •• .; Panel height h=12 ft • r• • 66090• 30' 0000•• • • • • • • • -} •0000• •• • 0000 • • t i i 4 � I t 1 a Seismic properties Seismic design category A Seismic importance factor(ASCE?Table 1.5-2) 1.=1 Design spectral response acceleration parameter,short periods(ASCE7 11.4.4) SDS=1 Seismic wall classification Nonparticipating No prescriptive minimum seismic reinforcement Redundancy factor,on out-of-plane load pe=1.0 Construction details Wall thickness' t=7.625 in l t m s e n a a a a 4 d a e e l p PAGE 13 t , 1 a MASTER Project Job Ref. CONSULTING Barry FAQ-Exterior Renovation 1413-117 ENGINEERS, INC. Section sheet no./rev. STRUCTURAL CONSULTANTS Masonry Infill Wall Design 2 r Master Consulting Engineers,,Inc. 9 Calc.by Date Chk'd by Date App'd by Date Tampa,Orlando&Fort Lauderdale Florida CCD 4/4/2016 Masonry details • + •++••• •++•• Hollow concrete units grouted at 16 in on center in running bond fully bedded with PCL class M mort81'• • •••• •• Compressive strength of unit fw=2800 psi '•';" "•• •'••• Density of masonry units yblook=116 Ib/ft' •••• • • ++++� 'Height of masonry units hb=7.625 in • • •••••• Length of masonry units Ib=15.626 in ..++.+ . • •;•,• Number of internal webs N„.,b=1 .+• •+ • •+•+• t Number of end webs Ne1d=2 +••di+• • • • ' • Internal web thickness teW=1.25 in •'•••••• ••'•• Face shell thickness tbf=1.25 in ; .0. • ••••; End web thickness the=1.26 In •• • i 0000•i0• • Area of block Abrook=(t X Ib-(lb-N.b x tbW-Nend X the)x(t-2 x tbf)]/Ib=44.76 in Area of grout Agrom=(0.5 X(lb Nmb x tbw-Nend X tee)x(t-2 x tbf)]!,Ib=23.37 int/ft c Density of grout ygr`ow=140 Wit' Self weight of wall wsw=Abbck x ymock+Aoro„t x ygmut=58.47 psf I 15.625' E N 4 I N � N n vi . t N t ' r 5.938" 1.25T 5.938' P.1 1.25H I From MSJ6-11 Table 2-Compressive strength of masonry Net compressive strength of masonry fm=2000 psi Modulus of elasticity for masonry E.=900 x fm=1800000 psi Shear modulus of masonry G„=0.4 x Em=720000 psi 1 From MSJC-11 Table 2.2.3.2-Allowable flexural tensile stresses for clay and concrete masonry ' Allowable flexural tensile stress normal to bed Ft-nom,=60 psi Allowable flexural tensile stress parallel to bed Ft_pem=66 psi Reinforcement details Yield strength of reinforcement fy=60000 psi Allowable tensile stress in reinforcement F,=32000 psi Modulus of elasticity for reinforcement E.=29000000 psi' i a } PAGE 14 1 SAMMMLA MASTER Project Job Ref. CONSULTING Barry FAQ-Exterior Renovation 1413-117 ENGINEERS, INC. section Sheet no./rev.' l STRUCTURAL CONSULTANTS Masonry Infill Wall Design 3 t Master Consulting Engineers,Inc. Calc.by Dale Chk'd by Date App'd byDate Tampa,Orlando&Fort Lauderdale Florida CCD 4/4/2016 Vertical reinforcement provided No.5 bars at 16 in centers Area of vertical reinforcement A.=n x Dial/(4 x s)=0.23 int/ft Lateral loading details .••••. Wind load on panel W=107.2 sf C m NS• r.rG G { is •••• ••••• Seismic load factor(ASCE7 12.11.1) FP=0.4 X SDs X le=0.4 ...�.. 1..;. ....;. Seismic load from wall E.ee'=max(Fp,0.1)x wsw=23.4 psf •••••• • • • Additional seimic load Eedd=0 psf 090000 ;.•.;• Seismic lateral load on panel E=E, ,+Eedd=23.4 psf •••• • 0%006 Shear loading details Wind shear load on wall Vw=86670 lbs - `':0 0 0 --r t t • Vertical loading details l ....�., DL 450 Ib/ft Dead load on top of wall = 30• t 3 .,--: 5 ...... Live load on top of wall LL=300 Ib/ft • 15•,,IZ'n 107. From ASCE 7-10 cl.2.4.1 -Combining nominal loads using allowable stress design(Utilization) Load combination no.1 DL (0.041) Load combination no.2 DL+LL (0.052) 1&' 'LL-5 jt-S Load combination no.3 DL+(LL,or SL or RL) (0.041) J Load combination no.4 DL+0.75 x LL +0.75 x(LLr or SL or RL) (0.050) Load combination no.5 DL+0.6,x W (0.581) Load combination no.6 DL+0.7 x Eh+0.7 x E, (0.147) Load combination no.7 DL+0.75 x LL +0.45 x W+0.75 x(LLr or SL or RL) (0.429) Load-combination no.8 DL+0.75 x LL +0.525"x Eh+0.525 x E,+0.75 x SL (0.109) Load combination no.9 0.6 x.DL+0.6 x W (0.594) Load combination no.10 0.6 x DL+0.7 x Eh-0.7 x E� (0.152) Properties of masonry section Cross-sectional area A=[t x Ib-0.5 x(lb-NWeb X tbw-Nend X tbe)x(t-2 x tbf)]/Ib=68.1 int/ft t- Properties for walls loaded out-of-plane: 1 Moment of inertia I=t3/12-0.5 x(lb-N,,,eb X tbw-Nand X tbe)x(t-2 x tbf)3/(12 X Ib)=392.2 t in'/ft I Section modulus S=I/c=102.9 in3/ft Radius of gyration r=4[I/A]=2.399 in Effective height factor K=1 Properties for walls loaded in-plane: Net moment of inertia Ix n.t=t x L3/12-2 x(I.cetl+Acen X xCetl12)-2 x([.-.p+Aceil X xcetl32)-2 x I (I.cell+Acen X XCetl52)-2 x(I,cen+Acon X Xcetl72)-2 x(Ix cen+Acen X Xcen92)-2 x (I,cell+Acen X xcetl112)-2 x(Ix can+Acetl X x.111 2)-2 X(Ix un+Acen X Xcell152)-2, 9 X Ox-cel+Acetl X Xce1l172)-2 x(lx_cetl'+Acen x xcenla2)-2 x(Ix cen+Acen x xce11212) + = k 22745988in4 Net section modulus S,net=I.net/(L/2)=126367 in' t r Consider wall at mid-height under load combination no.9 } Mid height hm=0.5 x h=6 ft Axial load at mid-height of panel P=0.6 x DL+0.6 x hm x wsw=480 Ib/ft P PAGE 15 MASTER Prbject ,lob Ref. 1 CONSULTING Barry FAQ-Exterior Renovation 1413-117 ENGINEERS, INC. Section Sheet no./rev. STRUCTURAL CONSULTANTS Masonry Infill Wall Design 4 ' Master Consulting Engineers, Inc. Calc.by Date ChWd by Date App'd by Date Tampa,Orlando&Fort Lauderdale Florida CCD 4/4/2016 Compressive stress due to axial load f.=P/A=7.1 psi Slenderness ratio (K x h)/r=60.020 <99 Allowable compressive stress due to axial load F._(1/4)x fm x[1 -((K x h)/(140 x r))Z]=408.1 psi f./F.=0.017 _. i ••• - 0000 •••�• •• • 0000 • PASS-Allowable compressive stress exceeds compressive 000000tstress duet o%xial loads ••• • Allowable compressive force Pi=0.25 x fm x A x[1 -((K x h)/(140 x r))2]W.Vf%lb/ft • • P/Pa=6.017 0000 • •00•: •' • ••0.00 PASS-Allowable coMpressireforce exceeds axial load •••• Bending moment at mid-height of panel M=0.6 x W x h2 18=13893 lb—in/ft ";"; ;• •;• "" Depth of reinfdrcem6nt d=3.813 in •• •• . •••:• 1 Modular ratio n=E./Em=16.111 ••0• • •• . • :000:0 0000• Allowable compressive stress due to flexural load Fb=(0.45)x fm=900 psi • Balance point kwt=n!(F./Fb+n)=0.312 �••� : •••. 0000: Tensile strain in reinforcement E.=F./E.=0.001103 •• • Compressive strain in masonry em=es x kbai/(1 -kbai)=0.000500 Compressive stress at balance point fwi=em x Em=900 psi Tension at balance point Tbai=A.x F.=7363 lb/ft Compression at balance point Cb.i=kbai x d x That/2=6420 Ib/ft Axial load at balance point Pk.]=Cb.t—Tb.i=-943 Ib/ft t Moment at balance point MW=Tw x(d-t/2)+Cb.t x(t/2—kbai x d/3)=21931 Ib_In/ft } Maximum moment from interaction diagram W=23384 lb—in/ft M/me=0.594 PASS-Combination of applied axial load and flexure is acceptable 70 t 60 c , So Y 0 40 N ` s a 30 20 10 13.9 kip n i 1 -10 Moment-kip in/ft Allowable stress Interaction diagram 1 Consider wall at bottom under load combination no.9 Shear force V=0.6 x Vw=52002 lbs r r PAGE 16 r 1 t ' . i t MASTER Project Job Ref. y CONSULTING Barry FAQ-Exterior Renovation s 1413-117 t ENGINEERS,-INC. section sheet no./rev. v STRUCTURAL CONSULTANTS Masonry Infill Wall Design 5 Master Consulting Engineers,Inc. Calc.by Date Chk'd by Date App'd by Date' Tampa,Orlando&Fort Lauderdale Florida CCD 4/4/2016 Depth to reinforcement din=L-Ib/4=`29.7 ft Net shear area Anv=2 x din x for+din/sgrout x(lb/(N.b+1))x(t-2 x tbr)=1781.3 int Shear stress f„=V/Anv=29.2 psi, 1006* Compressive'force r Nv=(0.6 x G+0.6 x h x wsw)x L=20728.8 ICs .0. •••••• •":' w Moment My=V x h=624024 lb ft •000 • Allowable masonry shear stress F.=0.5 x[4-1.75 x min((Mv/N x d;n)),1.0)]..q(�ir.>'1 psi)+0.15 x Nv/ *000t (AxQ=76.2 psi 0•"'. i...i. • Allowable shear stress Fv=min(F„",2.79 x J(fm x 1 psi))=76.2 psi 0000•0• Shear utilization L/Fv=0.383 •�:•�: :.•.i• ••• PASS-Allowable shear stress6epoi jipplied shear stress • • Axial load at base of wall P=(0.6 x DL+0.6 x'h x wsw)x L=20729 lb; ' ; . . ...0 By iteration,tension at balance point Tbai=80139 Ib • . :•• Compression at balance point Cb,i=380906 Ib •• • '0000 • Axial load at balance pointPw=Cw—TW=300'766 Ib By iteration,moment at balance point Mb.;=62443904 Ib—in t Maximum moment from interaction diagram M.=26004066 lb in My/Mo=0:288 a PASS-Combination of applied axial load and flexure is acceptable t 2000 i 1800 1'stio _J1 400 t n t. t. 1200 J t 1000 ' A t Q 1 800 i 600 400 t 6 3. kip in,3 .8 kips ` 200 a -.. 7 8.3 kip ii 20.7 ki a,, r 10 00 301 DO 40 00 50 00 60 00 -7000 80 Do 90 60 i -200 . t Moment-kip_in Allowable stress interaction diagram 1 r r 1 y� i s PAGE 17 MASTER Project Job Ref. CONSULTING Barry FAQ-Exterior Renovation 1413-117 ENGINEERS, INC, section Sheet no./rev. i' STRUCTURALCONSULTANTS Lintel Design --IAGL—! & t Date Master Consulting Engineers, Inc. Calc.by ,. Date Chk'd by Date App'd by Tampa,Orlando&Fort Lauderdale Florida CCD 4/4/2016 i MASONRY LINTEL ANALYSIS AND DESIGN TO MSJC 2011 f I Using the allowable stress design method "feet" • Tesds calculation tle%tn 1.1.00 0000 • •• • feet • tete*• 9900 000000 • 1 ` ` •thee • • • ' •tett• • • tette* ` •+e• • •eft• I { T/O Wall tett. ..::.• Roof/Floor Line to 00 ' :••••• ......" 41' 00 ...... V- v `�• ...... c •• • este• • • to •• t 1 4.5 f " 5.17 f� r f. A I- 5.167 t f A ' a 1 kip_ft Bending Momeni Envelope o.o r 1.755 t.e fl I 5.167. I i A 1 B 1; a, 1 I , i t I ,. , PAGE 18 1- MASTER Project Job Ref. "CONSULTING Barry FAQ-Exterior Renovation 1413-117 ENGINEERS, INC. section Sheet noJrev. F STRUOTURALCONSULTANTS Lintel Design 2 Master Consulting Engineers,Inc. Calc.by Date Chk'd by Date App'd by Date Tampa,Orlando&Fort Lauderdale Florida CCD 4/4/2016 t kips Shear For"Envalopa 1.359 1.4 1 0.0 • • •••• ••••• • .1.359 •• •••• ••••• •1.4 rl I 5.187 •••••' • • A 1 ••••• Support conditions •• •• • •'••• SupportA Vertically restrained ;•';•; ' '. Rotationally free •••.•• Support B Vertically restrained • • • ••••• Rotationally free '••• ; t Applied loading T Beam loads Selfwt-Dead self weight of beam x 1 D-Dead full UDL 168 Ib/ft L-Live full UDL 300 Ib/ft Load combinations 1 Span 1 Dead x 1.00 I Span 1 Dead x 1.00 Live x 1.00 1 Analysis results Maximum moment We.=1.765 kip_ft Main=0 kip_ft Maximum shear Vma.=1.36 kips Vmin=4036 kips Maximum reaction at support A RA-max=1.4 kips Rkmin=0.6 kips Unfactored dead load reaction at support A RA Dead=0.6 kips Unfactored live load reaction at support A RA_Live=0.8 kips Maximum reaction at support B RB me.=1.4 kips Re min=0.6 kips Unfactored dead load reaction at support B Re D..d=0.6 kips Unfactored live load reaction at support B RB_Uve=0.8 kips. Masonry details 1 Masonry type Concrete i Density of masonry unit y=135 lb/ft' Pattern bond Running j f Mortar type PCL Type M Compressive strength of masonry unit fa=2800 psi 1 Net compressive strength of masonry(Table 2) fm=2000 psi t Modulus of elasticity(1.8.2.2.1) Em='900 x fm=1800000 psi Allowable flexural tensile stress (Table 2.2.3.2) F,=106 psi Reinforcement details 1 Allowable tensile stress F.1=32000 psi I Modulus of elasticity of steel Ea=29000000 psi 1 1 ' PAGE 19 . 1 d &jYmwLAmASTER Project Job Ref. t CONSULTING Barry FAQ-Exterior Renovation 1413-117 ENGINEERS, INC. Section Sheet no./rev.. t r STR MRAL CONSULTANTS Lintel Design 3 Master Consulting Engineers,Inc. Calc.by Date Chk'd by Date App'd by Date Tampa,Orlando&Fort Lauderdale Florida CCD 4/4/2016 Cover to reinforcement Bottom cover to reinforcement Cn..b=2.5 in t Side cover to reinforcement cn...=1.5 in t • • co • C Ih •••• • •••• Co •••••• • • •••• 2 x No.5 bars • • • N-7.625 in_t •• 4 F WARNING—Lintel qualifies as deep beam(ACI 318,10.7.1). Assumption of linear strain distribution may not apply. Section properties Modular ratio n=E./Em=16.11 Section width b=7.625 in Section depth h=16 in Net cross-sectional area An=b x h=122 int i Net shear area An,=b x h=122 int Section modulus S=b x h /6=325.33 in Depth to tension reinforcement d=13.18 in i Moment of inertia of net section In=b x h'/12=2602.7 in' Cracked moment of inertia la=b x(k x d)'13+n x A6 x(d-k x d)2=982.2 in" Flexure design(Chapter 2) ( Tension reinforcement 2 x No.5 bars Area of tension reinforcement A.=Nbat x Ba'rAreab.t=0.62 int Reinforcement ratio praw=A./(b x d)=0.00617 Neutral axis factor k= 4(2 x p wi. x n+ t (p,.t;o x n)Z)-pra6o x n=0.357 Lever arm factor j=1 -k/3=0.881 Cracking moment Mu=2.5 x Ft x S=7.2 kip—ft Design bending moment M=1.76 kip_ft t Tensile stress in reinforcement f.=M/(As x j x d)=2926 psi ; Allowable tensile stress in reinf.(2.3.3.1) F.=32000 psi i Reinforcement stress ratio f./F.=0.091 PASS-Allowable tensile stress exceeds tensile stress due to flexure Compressive stress in masonry fb=2x M/G x k x b x dz)=101.0 psi Allowable stress in masonry(2.3.4.2.2) Fb=0.45 x fm=900.0 psi Masonry stress ratio ft,/Fb=0.112 PASS-Allowable compressive stress exceeds compressive stress due to flexure PAGE 20 : ,t MASTER Project Job Ret l CONSULTING Barry FAQ-Exterior Renovation 1413-117 ' ENGINEERS, INC. section Sheet no./rev. STRUCTURAL CONSULTANTS Lintel Design 4 Master Consulting Engineers,Inc. Calc.by Date ChWd by Date App'd by Date Tampa,Orlando&Fort Lauderdale Florida CCD 4/4/2016 Shear design(Chapter 2) Location of shear force d/2 from face of support Design shear force V=0.89 kips Moment shear relationship, M1Vd Assume M_Vd.ti.=1 • • Shear stress 2-24 f�=V/Ani=7.3 psi • • • Allowable masonry shear stress(2-28) F�=1/2 x(4.0-1.75 xM W.w)x4(fm x 1psi) 000000 •0:0 ...:. • F.=50.3 psi 000000 • • 0000• • • • Masonry shear stress ratio L!F�= 0.146 00000" ••••�• PASS-Allowable shear stress exceeals's7rear stress in masonry •..•.. Deflection(1.10) .. .• • •��• Deflection load combination Dead+Live ...•.• . .' Moment at midspan under deflection loads M.=1.765 kip_ft • • • • ••••• I Effective moment of inertia (.a=min(I.x(M.r/M.)'+ler x(1 -(Mu/M.)'),C)=Z6V.7 in"' •• Maximum instantaneous deflection Biw=0 in or span!34441 . •••:•. • i Deflection limit Sumer=span/600 PASS-Deflection limit exceeds deflection of lintel I t i t a z +t k. t t t 3 PAGE 21 � t t t , . i C i6 a, RANNI&A MASTER Project Job Ref. CONSULTING Barry FAQ-Exterior Renovation 1413-117 ENGINEERS, INC. section Sheet no./rev. STRUCTURAL CONSULTANTS Lintel Design '=j k—L—2. Sce 'btTrA1tt- 41-nZ3/sj,1 1 I. Master Consulting Engineers,Inc. Colo.by Date Chk'd by Date App'd by Date Tampa,Orlando&Fort Lauderdale Florida CCD 4/4/2016 MASONRY LINTEL ANALYSIS AND DESIGN TO MSJC 2011 Using the allowable stress design method Tedds calculatio%Wdlon 1.1.00 • • •••• 0••••• •• • 0000 • ••0000 •••• 009.0 Cl) Th • a M (h.. 0000•• • • *, c, c� T/O Wall •..... :...:. .... r 450—► Roof/Floor Line *00000 • • ...... t t t • • X17 10 0.000• .. . 0000 • 1 , J *i t j ft 1. 13.167 A 1 a 1 kip N Bending Moment Envelop* f ` 0.0 11.745 11.7 fl L 13,167 � Y A i V w 1 PAGE 22 f �• a s i y ! 1 • MASTER Project ,lob Ret. CONSULTING Barry FAQ-Exterior Renovation 1413-117 ENGINEERS, INC. section Sheet no./rev. STRUCTURAL CONSULTANTS LintelDesign2 Master Consulting Engineers,Inc. Calc.by Date,A Chkd by Date App'd by Date i Tampa,Orlando&Fort Lauderdale Florida CCD 4/4/2016 • kips -Shear Force Enwlope ' 3.568 3.6 j D.0 0000 " - • 0000 0000•• -3.568 f. • •90• • { ftl 13.167 •••0 010 0000 •0.900 ' i A 'i :: -0 0119 p • • • i •99••• •0000 0 •0000• 00000. •0.00• • 9 •0 9 • • 9 0 Support conditions ,••••• i , ••• •• • ..••.• 1 Support A Vertically restrained • Rotationally free :00:0: • • • • 0000•• Support B Vertically restrained 0, •••••• Rotationally free 0000 0 0000 .:••••: • • Applied loading i •• .• Beam loads SelfM-Dead'elf weight of beam x 1 f ' D-Dead full UDL 126 Ib/ft E { L-Live full UDL 300 Ib/ft ' r 1 Load combinations Span 1 Dead_x 1.00 t Y Span 1 Dead x 1.00' Live-x 1.00 1 ` •Span 1 Dead x 1.00 Span 1 Dead x 1.00 ' Live x 0.75 { Span 1 Dead x 0.60 Analysis results r Maximum moment Mmaa=11.745 kip—ft Mrn;n=0 kip_ft l g Maximum shear Vma.=3.57 kips Vmin=-3.57 kips a Maximuh reaction at support A RA_maa=3.6 kips RA_rrdn=1 kips Unfactored dead load reaction at support A RA_oaad=1.6 kips ' Unfactored live load reaction at support A RkuL.=2 kips Maximum reaction at support B RR_n a,r=3.6 kips RB mm=1 kips Unfactored dead load reaction at support B Re Dead=1.6 kips t Unfactored live load reaction at support B RB Live=2 kips t Masonry details Masonry type Concrete- Density'of masonry unit y=135 lb/ft' Pattern bond Running ? Mortar type PCL Type M r Compressive strength of masonry unit fw=2800 psi t Net compressive strength of masonry(Table 2) fm=2000 psi , 1 Modulus of elasticity(1.8.2.2.1) Em=900 x fm=1800000 psi . r } PAGE 23 f ' r r_ t t ,1 MASTER Project Job Ref. CONSULTING Barry FAQ-Exterior Renovation 1413-117' ENGINEERS,•INC. Section Sheetno.trev. STRUCTURAL CONSULTANTS Lintel Design 3 Master Consulting Engineers,Inc. Calc.by Data Chk'd by Date App'd by Date Tampa,Orlando&Fort Lauderdale Florida CCD 4/4/2016 Allowable flexural tensile stress (Table 2.2.3.2) Ft=106 psi Reinforcement details Allowable tensile stress F.=32000 psi Modulus of elasticity of steel E.=29000000 psi • • •••••• •• •• Cover to reinforcement •• '• •••• • Bottom cover to reinforcement Cnom b=2.5 in • , +••••• • Side cover to reinforcement Cnom 1.5 in._ •.••• • GO �. .• j •• • 2 x No.5 bars- N_7.625 arsN-7.625 in_N a Section properties Modular ratio n=E./Em=16.11 Section width b=7.626 in Section depth h=16 in l Net cross-sectional area An=b x h=122 in' Net shear'area An,=b x h=122 in Section modulus S=b x hl/6=326.33 in' t Depth to tension reinforcement d=12.81 in Moment d6nertia of net section In=b x h3/12=2602.7 in' Cracked moment of inertia Alor'=b x(k x d)'/3+n x A.x(d-k x d)z=920.6 in' t Flexure design(Chapter 2) Tension reinforcement 2 x No.5 bars ' Area of tension reinforcement A.=Nbo,x BarAreabot=0.62 in Reinforcement ratio pr,w=A./(b x d)=0.00636 f Neutral axis factor k= 4(2 x pwa x n+(p„t;o x n)z)-potto x n=0.361 Lever arm factor j=1 -k/3=0.880 Cracking moment W=2.5 x F,x S=7.2 kip_ft t Design bending moment M=11.75 kip ft t Tensile stress in reinforcement f.=M/(A.x j x d)=20177 psi Allowable tensile stress in reinf.(2.3.3.1) F.=32000 psi Reinforcement stress ratio f./F.=0.631 PASS-Allowable tensile stress exceeds tensile stress due to flexure CompFessive stress in masonry fb=2 x M/(j x k x b x dz)=708.7 psi .PAGE 24 } z I ' MLJWMMA MASTER Project Job Ref. x CONSULTING Barry FAQ-Exterior Renovation 1413-117 ENGINEERS, INC, section sheet no./rev, STRUCTURAL CONSULTANTS Lintel Design 4 Master Consulting Engineers,Inc. cats.by Date Chk'd by Date App'd by Dale Tampa,Orlando&Fort Lauderdale Florida CCD 4/4/2016 Allowable stress in masonry(2.3.4.2.2) Fb=0.45 x fm=900.0 psi Masonry stress ratio fb/Fb=0.787 PASS-Allowable compressive stress exceeds compressive stress due to flexure 4040•• Shear design(Chapter 2) • • • • •�•• 4040•••• Location of shear force d/2 from face of support '00 ; �, 0• l . # Design shear force V=3.10 kips •••:•• 4940:• 404100% Moment shear relationship,MNd Assume M Vdr,uo=1 000000 • • • 4040•••• Shear stress(2-24) L=V/Ani='25.4 psi 0''''• :000:9 • • Allowable masonry shear stress(2-28) F�=1/2 x(4.0-1.75 xM Vdmoo)x4(fm x 1 psi) ***40 I' l 00.00• i• • 4040••• Fv=50.3 psi • • 000000 i 00 •• '• 4040•••• Masonry shear stress ratio f,/F„= 0.505 000000 49 00 t PASS-Allowable shear stress exceeds shear stress in masonry 4040•••• Deflection(1.10) ; •'• "' 49 Deflection load combination Dead+Live 00 ' 40 000'• ' ' 4040 • Moment at midspan under deflection loads: M,=11.745 kip.-ft Effective moment of inertia left=min(In x(Mu/Ma)'+ler x(1 -(Mor/Me)'),In)=1305.6 in Maximum instantaneous deflection 5;,;;,=0.16 in or span/1013 Deflection limit SuM,=span/600 PASS-Deflection limit exceeds deflection of lintel I , � a , . 9 T a { i r 4 } 7 PAGE 25 ! Miami"Shores Village "4 Building Department 16050 NE 2nd Ave. Warn!Shores, FL 33138 305-795-2204 I Fax 305-756-8972 5` NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I(We)have been retained by k6a.vAiL'b to perform special inspector services under the'Florida "`'=�C F + D Building Code 5th Edition(2014)and Miami Dade Co my Administrative Code at the fL project on the below listed structure as of I i� I� (date).l am a registered FEB 2 9 2016 architect/professional engineer licensed in the State of Iorida. Z'Sp'-ecial Process Number• Inspector for Reinforced Masonry,Section 2122.4 of the FBC P Edition(2014) _Miaml Dade Cdunty Administrative Code,'Aiticle Il Section 8.22 Special Inspector f6i —Trusses>35 ft:long 6-r 6 ft:high Steel Framing and Connections welded or Molted _Soil Compaction' ' Precast Attachments • —Roofing" Applications,Lt.Weight:Insul.Conc. •• •• ...... . .. ...0:0 —,Other ...:.. Note'Only the marked boxes apply. •... .. :""; The following itidividual(s)employed lSy.this firm or me is,authorized representative to p`erformo 0 '..' .0:•• _,in`spection* •••••• • i• ••..• 1._, _/LMifNr�O ��✓ 7Etto� 2. Go�y'�j hJS ••'••� '•i••• •••••� 3. 4 • * p p g insure`the authorized representative is quaficd by •••••• i education or licensure to perform the assign b Special Inspector. The qualifications shall include licansure as a • :....; S ectal itis ectors'uulizin "authorized representatives shall pe 8_Y rofessional-on-gineer or architect: duatioo from an en meering education progfam in civil or stn but-rral engineering;.";'. • •� graduation from an architectural education program;successful completion of the NCEES Fundamentals Examination; •• • or iegrstration as building inspector or general contractor. I(we)will notify the Miamfghores.Building Department of any change_s regarding authorized personnel performing inspection services. I(we),understand that a Special Inspector inspection log for each-building must be displayed in a convenient location on the site-for reference by the Miami Shores Building Department Inspector: All mandatory inspections,as required by the,Florida Building Code,"must be performed by the Miami Shores Building Department inspections performed by the Special Inspector hired by the owner are in addition to the mandatory inspections performed by the department. Further,upon completion of work under each Building Permit,I will submit to the Building Inspector at the time of the final inspection the'completed inspection'log form and a sealed statement indicating that,to the best of my knowledge,belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and,ar ' 1% JthW"7ordance with the approval plans. Engineer/Architect Name Gat7`l �A'J , Sigftd ant Se 75154 Print Date:, ! It (b ' * = Address 55- tJ- 619?2c55 SZ� $vrTr Zov �' STATE OF W TAnr�A F4 3360 7 ► .` Barry University Fine Arts Quadrangle Improvements Miami Shores, Florida TABLE OF CONTENTS DIVISION 1: GENERAL CONDITIONS 01 1100 SUMMARY OF WORK/CONTRACTOR CONDUCT ON CAMPUS .......................... 2 01 23 00 ALTERNATES.................................................................................................................. 1 01 2600 CONTRACT MODIFICATION PROCEDURES............................................................ 3 01 2973 SCHEDULE OF VALUES............................................................................................... 3 01 2976 PROCEDURES FOR PAYMENT.................................................................................... 2 01 31 00 PROJECT MANAGEMENT AND COORDINATION................................................... 4 01 32 17 NETWORK ANALYSIS SCHEDULES.......................................................................... 4 01 3300 SUBMITTALS PROCEDURES....................................................................................... 6 0135 16 ALTERATION PROJECT PROCEDURES.......................................................................... 2 01 40 00 QUALITY CONTROL..................................................................................................... 4 01 41 00 REGULATORY REQUIREMENTS................................................................................ 3 01 42 10 REFERENCES.................................................................................................................. 7 01 4500 TESTING LABORATORY SERVICE............................................................................ 2 01 5000 TEMPORARY CONSTRUCTION FACILITIES..........................................................:. 7 01 5500 MAINTENANCE OF TRAFFIC............................................................... to +.......j.............:... 0000.. 01 6000 MATERIAL EQUIPMENT AND APPROVED EQUALS......................'.,'.............. �:, $ 01 7423 CONSTRUCTION CLEANING...............................................................00.0.0.0.0.........:. '.3' 01 7500 STARTING AND ADJUSTING SYSTEMS.............................................., A14.............. .2 01 7700 CONTRACT CLOSEOUT.............................................................................. ,.• i 01 7823 OPERATION AND MAINTENANCE DATA • •4 06:006 ...:.................................... '.........••............... 01 7836 WARRANTIES. . •Z ••••• DIVISION 2: SITE CONTRUCTION ' 0241 19 SELECTIVE DEMOLITION.................................................................... ••••4• DIVISION 3: CONCRETE ' 03 30 00 CAST IN PLACE CONCRETE........................................................................................ 13 03 35 00 CONCRETE FLOOR FINISHING.................................................................................. 5 DIVISION 4: MASONRY 1 04 20 00 UNIT MASONRY........................................................................................................... 4 04 22 00 REINFORCED UNIT MASONRY ................................................................................ 3 DIVISION 5: METALS 05 40 00 COLD FORMED METAL FRAMING............................................................................ 6 05 50 00 METAL FABRICATIONS............................................................................................... 6 05 52 00 METAL RAILINGS......................................................................................................... 3 DIVISION 6: WOODS,PLASTICS,AND COMPOSITES 1 06 10 00 ROUGH CARPENTRY.................................................................................................... 4 0611 00 WOOD FRAMING........................................................................................................... 3 06 20 00 FINISH CARPENTRY..................................................................................................... 6 0641 00 CUSTOM CASEWORK................................................................................................... 7 ©2015, HJ/PROD.#14160.02 Table of Contents 00003 -, 1 of 5 Revision No. 1 Barry University Fine Arts Quadrangle Improvements Miami Shores, Florida DIVISION 7: THERMAL AND MOISTURE PROTECTION 07 1400 FLUID APPLIED WATERPROOFING........................................................................... 4 0721 13 RIGID POLYISOCYANORATE BOARD INSULATION............................................. 3 0721 16 BATT INSULATION....................................................................................................... 3 0721 19 FOAMED IN PLACE INSULATION.............................................................................. 3 07 26 00 VAPOR RETARDERS..................................................................................................... 3 07 84 00 FIRESTOP SYSTEMS...................................................................................................... 7 07 92 00 JOINT SEALANTS .......................................................................................................... 5 DIVISION 8: OPENINGS 08 11 00 METAL DOORS AND FRAMES.................................................................................... 6 08 1400 SOLID CORE WOOD DOORS........................................................................................ 4 08 1600 ACOUSTICAL WOOD DOORS AND FRAMES........................................................... 4 08 34 36 REVOLVING DARKROOM DOORS.......................................................................... 3 0841 16 ALUMINUM STOREFRONT WINDOWS..................................................................... 8 0851 26 FIRE RATED STEEL WINDOWS.................................................................................. 6 0871 00 DOOR HARDWARE........................................................................................................ 4 08 80 00 GLAZING......................................................................................................................... 8 0891 19 FIXED LOUVERS............................................................................................................ 4 DIVISION 9: FINISHES • 0922 14 METAL FURRING AND LATHING ...............�. '.Z' • ...................................................... ...... 0922 16 NON-STRUCTURAL METAL STUD FRAMING.................................. AAA............... .5 . 09 24 00 PORTLAND CEMENT PLASTER.......................................................... 7 ••�'•• 0927 13 SIMULATED STUCCO........................................................................................... •3 ..... 09 29 00 GYPSUM BOARD SYSTEM....................:................................................ ........y..••6� ..... 093013 CERAMIC TILE00 • •"9 •••••• ..................... 09 31 33 MARBLE WINDOW STOOLS................................................................ s............ 2 0951 00 ACOUSTICAL CEILINGS ••• • ...................................................................... .... . 09 65 00 RESILIENT FLOORING.........................................................................'.....'...r..............5 0966 14 TERRAZZO FLOOR RESTORATION.......................................................................'..•2; 09 84 33 ACOUSTICAL WALL PANELS.................................................................................... 2 0991 13 EXTERIOR PAINTING................................................................................................... 11 0991 23 INTERIOR PAINTING .................................................................................................... 13 DIVISION 10: SPECIALTIES 10 11 00 MARKER BOARDS AND TACK BOARDS................................................................. 4 10 14 00 SIGNAGE........................................................................................................................ 4 1021 00 TOILET COMPARTMENTS AND CUBICLES............................................................ 3 10 26 00 DOOR AND WALL PROTECTION .............................................................................. 4 10 28 00 TOILET ACCESSORIES ................................................................................................ 4 10 44 00 FIRE PROTECTION SPECIALTIES.............................................................................. 4 10 51 01 GENERAL LOCKERS.................................................................................................... 5 1056 13 METAL SHELVING....................................................................................................... 2 DIVISION 11: EQUIPMENT 11 52 13 PROJECTION SCREENS ..............................................................................................� 3 DIVISION 12: FURNISHINGS 1224 13 ROLLER WINDOW SHADES ....................................................................................... 5 ©2015, HJ/PROJ. #14160.02 Table of Contents 00003 - 2 of 5 Revision No. 1 Barry University Fine Arts Quadrangle Improvements Miami Shores,Florida 12 36 53 PHENOLIC COUNTERTOP........................................................................................... 3 DIVISION 13: SPECIAL CONSTRUCTION NO SECTIONS IN THIS DIVISION................................................................................................... 0 DIVISION 14: CONVEYING EQUIPMENT 1442 16 WHEELCHAIR LIFT...................................................................................................... 3 DIVISION 21: FIRE SUPPRESSION NO SECTIONS IN THIS DIVISION................................................................................................... 0 DIVISION 22: PLUMBING 2201 00 GENERAL PLUMBING PROVISIONS......................................................................... 8 22 05 00 BASIC PLUMBING MATERIALS AND METHODS................................................... 6 22 05 15 INSTRUCTIONS AND MAINTENANCE MANUALS................................................. 2 22 05 23 VALVES, COCKS AND SPECIALTIES FOR PLUMBING SYSTEMS...................... 5 22 05 53 IDENTIFICATION OF PIPING SYSTEMS AND EQUIPMENT................................. 4 22 07 00 INSULATION FOR PLUMBING SYSTEMS................................................................ 4 2211 13 WATER DISTRIBUTION PIPING................................................................................. 5 6001 22 11 16 PLUMBING..............................................................................................i.......i...........:....3' ...... 22 1119 DOMESTIC COLD&HOT WATER SUPPLY PIPING & HOT WATE%•• •• •• CIRCULATING PIPING . 40 • 22 13 16 SANITARY SEWER, STORM WATER AND SANITARY VENT PIPI"Q:............. .5 . 22 13 17 CLEANOUTS AND CLEANOUT ACCESS COVERS..........................wRAA ............: 2 22 13 19 FLOOR DRAINS AND SHOWER DRAINS..............................................•••• 22 1321 DRAINAGE AND VENT SYSTEMS......................................................... S • ..... 223405 DOMESTIC WATER HEATERS: COMMERCIAL ELECTRIC..........'.'...'...............*--I •••••• 22 40 00 PLUMBING FIXTURES..........................................................................*.....•...•............ 4 224005 PLUMBING FIXTURES AND TRIM .................................................... %,0.t. ••••• 02015, HJ/PROJ. #14160.02 Table of Contents 00003 - 3 of 5 Revision No. 1 Barry University Fine Arts Quadrangle Improvements Miami Shores, Florida i DIVISION 23: HEATING,VENTILATION,AND AIR CONDITIONING (HVAC) 2301 00 GENERAL MECHANICAL PROVISIONS................................................................... 13 23 05 00 BASIC MECHANICAL MATERIALS AND METHODS............................................. 9 2305 13 ELECTRIC MOTORS, PREMIUM EFFICIENCY TYPE.............................................. 3 2305 15 INSTRUCTIONS AND MAINTENANCE MANUALS................................................. 2 2305 18 PIPING: CONDENSATE DRAIN................................................................................. 2 2305 19 GAUGES.......................................................................................................................... 3 23 05 20 PIPING SYSTEMS: FLUSHING AND CLEANING.................................................:. 2 23 05 21 THERMOMETERS......................................................................................................... 3 23 05 22 FLOW STATIONS, VENTURI TYPE............................................................................ 3 23 05 23 VALVES,COCKS,AND SPECIALTIES: HVAC SYSTEMS..................................... 6 23 05 29 HANGERS AND SUPPORTS......................................................................................... 4 23 05 48 VIBRATION ISOLATION EQUIPMENT...................................................................... 6 23 05 53 IDENTIFICATION OF PIPING SYSTEMS AND EQUIPMENT................................. 4 23 05 93 PERFORMANCE VERIFICATION, PRELIMINARY.................................................. 2 23 05 94 PERFORMANCE VERIFICATION, FINAL.................................................................. 7 23 07 00 INSULATION, HVAC.................................................................................................... 9 23 09 23 DIRECT DIGITAL CONTROL SYSTEM...................................................................... 10 23 09 25 VARIABLE FREQUENCY DRIVE...............................................................................t 4 2321 13 PIPING SYSTEMS: HVAC, WATER............... r•••�• ...................................... ....... ........... . 2323 13 REFRIGERANT PIPE, VALVES AND SPECIALTIES......................... ......... 2331 00 DUCTWORK. •ls• • 23 3300 DUCT SYSTEM ACCESSORIES............................................................A A..A.0.0........... 67 23 34 25 FANS: IN-LINE CENTRIFUGAL, LIGHT DUTY..................................�sae...........�:. 23 34 29 FANS: CENTRIFUGAL, CEILING MOUNTED ••fit........... •i? •••.. . ......................................... 2336 16 TERMINAL UNITS: VAV, SINGLE INLET, ELECTRIC COIL..........'!:!!;.........*. .04• ••�••• 2337 13 AIR DISTRIBUTION DEVICES ........................................'..'. "'3 •••••• ................... • 00 23 81 31 DUCTLESS SPLIT-SYSTEM AIR-CONDITIONING UNITS............... :.ik........... 03 2382 19 FAN COIL UNITS: HORIZONTAL * """ ........................................................ .... . ... .. ...•.••••. • DIVISION 25: INTEGRATED AUTOMATION • go NO SECTIONS IN THIS DIVISION................................................................................................... 0 DIVISION 26: ELECTRICAL 2601 00 BASIC ELECTRICAL REQUIREMENTS..................................................................... 5 2605 19 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES .............. 3 260526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS................................ 2 26 05 29 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS.................................... 4 26 05 33 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS....................................... 6 26 05 44 SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEWAYS AND CABLING 3 26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS..................................................... 4 26 09 23 LIGHTING CONTROL DEVICES................................................................................. 4 . 2624 16 PANELBOARDS............................................................................................................. 4 i 26 27 26 WIRING DEVICES......................................................................................................... 5 2628 13 FUSES.............................................................................................................................. 2 2651 00 INTERIOR LIGHTING................................................................................................... 4 ©2015, HJ/PROJ. #14160.02 Table of Contents 00003 -4 of 5 Revision No. 1 i Barry University Fine Arts Quadrangle Improvements Miami Shores, Florida DIVISION 27: COMMUNICATIONS 27 05 28 PATHWAYS FOR COMMUNICATIONS SYSTEMS.................................................. 4 DIVISION 28: ELECTRONIC SAFETY AND SECURITY 2831 11 DIGITAL,ADDRESSABLE FIRE-ALARM SYSTEM................................................. 11 DIVISION 31: EARTH WORK NO SECTIONS IN THIS DIVISION................................................................................................... 0 DIVISION 32: EXTERIOR IMPROVEMENTS NO SECTIONS IN THIS DIVISION................................................................................................... 0 DIVISION 33: UTILITIES NO SECTIONS IN THIS DIVISION................................................................................................... 0 APPENDIX TRANSITIONAL INTERIOR FINISH PALETTE.............................................................................. 2 EXTERIOR FINISH PALETTE........................................................................................................... 1 • • •••• •••••• • • • • •••••• • •• •••••• • •••••• •••• •• • • • • •••• • •• ••••• •••••• 00 • • • • • • • •• •• •••• •••••• •••••• • • • • • •••••• •••••- • • • i t 1. ©2015, HJ/PROJ. #14160.02 Table of Contents 00003 - 5 of 5 } Revision No. l r a 14 Barry University Fine Arts Quadrangle Improvements Miami Shores, Florida SECTION 01 23 00 ALTERNATES PART 1 GENERAL 1.1 RELATED DOCUMENTS A. The provisions of the General Conditions, Supplementary Conditions, Drawings, Specifications and the Sections included under Division 1, General Requirements and References are included as a part of this Section as though bound herein. 1.2 GENERAL A. To allow the Owner to compare total costs where alternate materials and methods might be used, and to enable the Owner's decision prior to awarding the Contract, certain alternates have been established as described in this Section of these Specifications. B. Required alternates are worded briefly. Claims for additional compensation will not be granted because of manifest omissions or discrepancies due to the brevity. Pertinent Sections of these Specifications describe the materials and methods required under the various alternates. C. Each bidder shall submit with his proposal in the space provided on then �Bid Proposaloroo • alternate proposals stating the additions to or deductions from the base bid lAws*tjm amYu*nt ror •. substituting, omitting, adding, changing, or altering materials, equipment, QLpppstructijnfrgm that shown on the Drawings or specified. 969.4. a • D. The difference in cost shall include omissions,changes,alterations,additions,ow"adjustments9of ;••••; trades as may be necessary because of each addition,substitution,omission,change,or all6atiien. 9999. E. If the Owner elects to proceed on the basis of one or more of the altemateS,eiD*n ord(7,rtalse ••:••� modifications to the Work required in the providing of the selected alternatb o?ftlternate?ICthe ••••�• 9 .. 4 approval of the Architect and at no additional cost to the Owner other than 99as.9proposed orf the • Bid Proposal Form. �a . 9 9999.. 09 0 0000 1.3 SUMMARY OF REQUESTED ALTERNATES se • • A. Provide quartz surfacing fabricated countertops and accessories in lieu of solid surface fabricated countertops. B. Pr-e i de open eel! ,.eilin.system. indiemed on the pla NOT USED. C. See Sheet X1.1 for additional Alternate information. PART 2 PRODUCTS 2.1 Not Used PART 3 EXECUTION 3.1 Not Used END OF SECTION ©2015, HJ/PROD. #14160.02 Alternates 01 23 00-1 of 1 Revision No. 1 Barry University Fine Arts Quadrangle Improvements Miami Shores, Florida SECTION 08 34 36 REVOLVING DARKROOM DOORS t PART1 GENERAL 1.1 RELATED DOCUMENTS A. The provisions of the General Conditions, Supplementary Conditions, Drawings, Specifications and the Sections included under Division 1,General Requirements and References are included as a part of this Section as though bound herein. 1.2 SECTION INCLUDES A. Provide labor, materials, services,and equipment necessary to furnish and install work as indicated and as specified herein,which includes,but is not limited to: 1. Revolving darkroom doors 1.3 REFERENCES •••• . . .... ...... A. ASTM A366: Standard Specification for Steel,Carbon, Cold-Rolled Sheet, Commercial quali y '. B. ASTM A 1-11: Standard Specification for Steel, Hot-Rolled Sheet and Strip:0 0 0 OilerciaT. •• •• •�' C. ASTM BI 17: Standard Method of Salt Spray(Fog)Testing. 0000 •• ;•••• D. ASTM D 1735: Standard Practice for Testing Water Resistance of Coating lnr'ri&vvater Fog..• •••• Apparatus •••... .. 00:00' E. ASTM E90: Standard Test Method for Laboratory Measurement of AirborneCo rnd •• •• 0 0 0 0.. Transmission Loss in Building Partitions. :so:*: F. ASTM E336: Standard Test Method for Measurement of Airborne Sound lAsulatian in ;0 0 0;0 •••• • Buildings. .'. 0000.. G. ASTM E413—Classification for Determination of Sound Transmission Class• •:•. ' H. ASTM E2074—Standard Methods of Fire Tests of Door Assemblies, Including Positive Pressure Testing of Side-Hinged and Pivoted Swinging Door Assemblies 1. AWI —Quality Standards of the Architectural Woodwork Institute J. HPMA HP—Hardwood and Decorative Plywood K. NFPA 80—Fire Doors and Windows L. NFPA 252—Standard Method of Fire Tests for Door Assemblies M. UL 1 OB—Fire Tests of Door Assemblies N. UL l OC: Positive Pressure Fire Tests of Door Assemblies. O. UBC7-2—Fire Tests of Door Assemblies P. HMMA 840: Installation and Storage of Hollow Metal Doors and Frames Q. WDMA Industry Standard I.S. 1-A-1 1. R. Warnock Hersey—Certified Listings for Fire Doors S. FBC—Florida Building Code 1.4 SUBMITTALS A. Shop Drawings: 1. Submit fully detailed shop drawings of door included in this section. ' B. Product Data: Indicate door core materials and construction. ©2015, HJ/PROJ. #14160.02 Revolving Darkroom Doors 08 34 36- 1 of 3 Revision No. 1 a Barry University Fine Arts Quadrangle Improvements Miami Shores, Florida 1.5 QUALITY ASSURANCE A. Manufacturer: Company specializing in manufacturing the Products specified in this section with minimum 5-years documented experience. B. All fire rated wood doors shall comply with all the requirements of NFPA 80. 1.6 DELIVERY, STORAGE AND PROTECTION A. Specification Section—Material Equipment and Approved Equals. B. Follow manufactures requirements for storage and handling of door. C. Deliver door to the site after the HVAC system is operational and temperature and humidity levels are controlled. D. Door shall be stored in a dry conditioned shelter. 1. Protect door with resilient packaging. 2. Do not store in damp or wet areas. 3. Cover to keep clean,but.allow air circulation by breaking factory seals once on site. 4. Doors stored for more than 7-days shall have all ends primed. 0000 1.7 PROJECT CONDITIONS •" """ A. Specification Section—Project Management and Coordination. •••;•• • B. Coordinate the work with door opening construction,doorframe, and door hardware installation. ;••••; 66666 1.8 WARRANTY 60.90• 0. 00:0.0 66 •• 6606 666666 • ' A. Specification Section—Contract Closeout. 9 • B. Provide warranty for door for a period of 30 months. •'•••• C. Include coverage for delamination of veneer,warping beyond specified instillaikon tolerances, .. 0000 defective materials and telegraphing core construction. , 0 • PART 2 PRODUCTS 2.1 .MANUFACTURERS: A. Manufacturer shall be the following however products of other manufacturers will be considered for acceptance provided they equal or exceed the material requirements and functional qualities of the specified product and acceptance is provided by the architect in writing prior to bidding. 1. Eseco 2.2 REVOLVING DARKROOM DOOR ' A. Basis of Design: "Speedmaster" B. Size: 36"diameter 2.3 COMPONENTS DOOR A. ABS Door: 0.090"thick Black Dow Lustran,Acrylonitrile Butadiene Styrene,as manufactured by Monsanto Chemical Company. B. Metal Door: fabricated of.050 aluminum. 02015, HJ/PROJ. #14160.02 Revolving Darkroom Doors 08 34 36 12 of 3 Revision No. 1 r Barry University Fine Arts Quadrangle Improvements Miami Shores,Florida 2.4 SUPPORTS: A. The inner rotating cylinder shall be center-suspended with a sealed thrust ball bearing,rubber shock mounted. This cylinder shall be contained in a U-shaped track that provides rotation with formed steel side flanges. B. Finish: 1. All metal parts shall be coated with black Polane matte paint. C. Frame: 1. Provide reinforcement by 1"x 1" square aluminum tubing. D. Hardware: 1. Pop-out type break-away system.J shaped aluminum extrusion with 0.25" recess is secured to the wall and an identical extrusion shall be fastened to the rotating door flanges and shall be located on the top and both sides of the door. The door is pushed into position and a 2"x0.125" flexible neoprene strip shall be inserted into the groove.Removal of the door shall be accomplished by pushing or pulling on the door. The flexible neoprene strip disengages from the extrusion,allowing immediate access. E. Flooring: 1. Flooring shall be black rubber non-slip mat. "•• . . .... ...... F. Internal Handrail: • 1. Operation from the inside of the door shall be facilitated by a handrail. •111•• . .. ...... G. External Finger Grips: 000000 0 • 1. Operation from the outside of door shall be through recessed finger grips ir3 the rotating ;•••• cylinder. .... .. ..... H. Fluorescent Markers: •••••• • •• •0:0 0 1. Luminescent fluorescent markers shall be provided in the dark when thedoor is rotate;p•• ...... . . . . ...... PART 3 EXECUTION ...... 3.1 INSTALLATION • A. Install work of this Section in strict accordance with approved shop drawings and manufacturer's recommended installation instructions. B. Upon installation,test all components thru a minimum of ten(10)cycles of operation and direct installer in correcting any non-conforming items found. C. Outer wall shall be flat for a distance of 5"top and sides. Inside wall shall be trimmed out. Floor shall be leveled and smooth.Normal installation time: 1 man/hour. END OF SECTION r ©2015, HJ/PROJ. #14160.02 Revolving Darkroom Doors 08 34 36- 3 of 3 Revision No. 1 , r A ' V L ' I J 1 ARCH ITECT.URE Designing Possibilities Since 1938 i STOCKHOLDERS ,{William B.Harvard,Jr.,AIA January 11, 2016 (Jeffrey E.Cobble,AIA y Michael K.Hart,AIA Ward J.Friszolowski,AIA Steven M.Heiser,AIA Mr. Ismael Naranjo, Building Official Alejandro F.Gonzalez,AIA Miami Shores Village Building Department Jack Williams,Jr.,AIA 10050 NE 2 Avenue Stephen L.Johnson,AIA Philip L.Trezza,Jr.,AIA Miami Shores Village, Florida 33138 Rene Tercilla,AIA Jacquelyn S.Spears,ASID Re: Barry University—Fine Arts Quadrangle Leslie D.Brunell,AIA 11300 NE 2nd Avenue, Miami Shores, FL 33161 Maria Harvard Rawls Louis B.Kubler II Miami Shores Village Plumbing and Building Comments—CC-15-3013 Charles J.Clees,RLA,ASLA HJA Project No: 14160.02 Howard W.Braukman,AIA Drazen Ahmedic,AIA Joseph E.Blouin,Jr.,AIA Dear Mr. Naranjo: Winola H.Davidson,IIDA • • • • •••• •••••• Amy E.Jarman,RA Please accept our responses to the following comments posted f4Gtlie above,gen�joned • Candace E.Shepherd • • • • Robert S.Cusick,AIA project. In addition we have added the Fire Comments for your re#eriance. They areas ....:• Michael R.Johnson,AIA follows: •••••• • • • •••••• David N.Sobel •••• •• • • • Debbie D.Wilkinson,AIA •• ••••• L ITEM COMMENT E or GC: RESPONSE: . • Bobby Cresap,RA --•T•••• • ••••• Chad Jones,AIA NO: • • • *000 •••• •••••• Emmet T.Van Aken,AIA - BUILDING CRITIQUE— • )Amy E.Weber,AIA :••:•: • • Ismael Naranjo, Building Official • 1 Fire Department, DERM and Impact SKANSKA Acknovwledied. SKANS 4f0 • Fee Section approval required. coordinate efforts. •••e•• • 2 Plans and permits submitted on or HJA Acknowledged. after June 30, 2015 should comply with the requirements of the 5t' Edition of the 2014 Florida Building Code. 3 Based on the information provided HJA See Sheet X1.1 for use and this is a mixed use building. Please occupancy classification. See clearly delineate each occupancy Sheet A1.0 for existing use as and provide fire and smoke separated by a 2-hr wall. No separation as required. changes are plannedifor this space. 4 Provide use and occupancy HJA See Sheet X1.1 for use and classification as per Chapter 3 of occupancy classification. the Florida Building code. 5 Alterations to existing buildings HJA Acknowledged. should comply with the 5th Edition ,2047 Vista Parkway,Suite 100 of the 2014 Florida Building Code— West Palm Beach,FL 33411 Existing Buildings. (561)478-4457 www.harvardiolly.com AAC000119 I c r Barry Fine Arts Quadrangle—Miami Shores Plumbing and Building Comments January 11,2016 Page 2 of 5 PLUMBING COMMENTS-Ozzie Diaz 1 FBC 107.1 Plans shall be submitted SKANSKA Acknowledged. SKANSKA to to DERM for review and approval. coordinate efforts. 2 FBC 607.2.1 Provide insulation hot OCI Specification Section 220700, 3.5 water return. provides for insulation of hot water return piping. Additionally, General Note#25 on Drawing P0.1 is revised to clarify that insulation of hot water return is required. 3 FBCP 608.13 Backflow protection. OCI Backflow preventer added to Means of protection against existing cw service main feeding backflow shall be provided in the Fine Arts Quadrangle wings. accordance with Sections 608.13.1 Refer to revised Drawings P1.1 and through 608.13.9.As per Miami- P5.1. Dade Country Ord.Sec. 32-154 all .... buildings to come into compliance. •••• .. ... 4 FBC 1004.1 Clarify occupancy use HJA See Sheet d. and response to for occupant load. Building�9"nent 4•abov.. ••� . . .... . .. .. .. 5 FBCP 424.7 Tempered valves shall OCI FBCP 42,*f*Im0ividu2Pl te"peraturs ..' conform ASSE 1062. actuated'fItty red uctfthteaIves ate •:• not speeiliedan project.'Shower . . . . . .. ... valve specified is a ge"xe • balancir%,All�with ajListable •••••• stop screw conforming-to ASME A112.18.1/CSA 8125:1 per FBCP 424.3. Public lays supplied with hot water include thermostatic mixing valves complying with ASSE 1070/ CSA 8125.3 per FBCP 416.5. 6 FBCP 405.4.3 Wall hung fixtures OCI Plumbing Fixture Schedule on shall conform to ASME A112.6.1M Sheet P0.1 specifies water closet or ASME A112.6.2. Proper support carrier(Zurn#Z1212) and wall shall be provided at handicap hung lav floor mounted carrier lavatory sinks. (Zurn#Z1231) which comply with ASME A112.6.1M. STRUCTURAL COMMENTS: 1 Structural wind design must comply Master Acknowledged. with Section 1620, HVHZ provisions of the FBC 51h Edition (2014), using wind speeds of 175 MPH and Exposure "C Category for Miami Dade County, Florida. ARCHITECTURE t Barry Fine Arts Quadrangle—Miami Shores Plumbing and Building Comments January 11,2016 Page 3 of S 2 Revise wind load analysis, per 201 Master Wind speeds and wall pressures ASCE-7-Standard, as referenced in have been revised to reflect the item No. 1 above. Update design 175 MPH HVHZ-Zone. pressures and uplift loads accordingly. 3 Provide two copies of special Master Two copies of special inspector inspector form,fully executed for: form has been filled out and A) Reinforced Masonry per Section attached. 2122.4 of FBC 5`h Edition (2014) Code. (Refer to attached copy of the inspection form.) Miami Dade Fire Review FIRE COMMENTS: Rivas Process No: M2016003034 1 Provide written response to HJA Acknowledged. .... comments. 0.00 .. ... 2 Provide new sheets including all HJA Acknow e fed changes. •• ••• • 0000 0 •• .. .. 3 Return voided sheets for SKANSKA GC will COgrt4late ejortsr• •• • comparison. .. .. .... .. .•. 4 Coordinate the work throughout HJA Acknowledged. the whole set. •..• ,• ••• 5 Provide new sheets including all HJA Duplicate comment to#2 above. changes. 6 Provide all info. on plans. HJA Acknowledged. 4 7 Provide response sheet addressing HJA Acknowledged. Please see the each of the comments and indicate bottom of this document which the sheet in which correction can indicates the revised sheets and be found. narrative changes. _ r 8 Clarify whether building will have HJA Note: Basis of Design building will fire sprinklers installed. Sheet X1.1 not have fire sprinklers installed. If alternate notes indicated sprinklers alternate is accepted by the as an option to be installed and life Owner, Design Team will have the safety sheets notes Electrical Contractor submit revised Rooms will not have fire sprinklers drawings for review and approval. installed. Title sheets indicates building is non-sprinklered. r � ARCHITECTURE Barry Fine Arts Quadrangle—Miami Shores Plumbing and Building Comments January 11,2016 Page 4 of 5 9 Provide 2" clearance between HJA Acknowledged. Sheet Al2.1 handrail and posts/wall to which shows a 2" clearance on the detail. they are fastened to. Sheet Al2.1 Ramp and Stairs. 1 10 Storage Rooms in Business HJA Storage rooms in Business as Occupancies shall be one hour incidental use and do not need to rated. 38.3.2 be separated as they are less than 10%of the floor area. These storage areas are for general storage, no chemical or hazardous storage will be contained. 11 Clarify if Kilns shown on Sheets A5.2 HJA The Kilns are electric fuel source. are new or existing. Indicate there They are existing to remain and fuel source. Provide listing of kilns are in compliance. No changes are and show compliance of NFPA 86 proposed for;he Kilnsi��•• 6. 0.6 for Oven/Furnaces and NPFA 54 for .. . .. . ,• Gas if fueled by gas. •••;•• •• +• YY, ' YYY�fY • + � YfY PW IMPACT FEE COMMENT: Zechelh ' 1 Interior Remodeling. Provide copy SKANSKA GCto cQQr�lpate efforts,,, •• Y f + of the City permit application and •• .. ..,. „ g•• City Process Number. •••••• .+ • Y f f f Y f f In response to the comments above we have itemized the changes for the Specifications and t1le :....: ff • .f YY • • Construction Documents. They are as follows: •00• ; Specification Sections which have been revised include: (See Attached) - Table of Contents - Update for Coordination - Section 012300 Alternates -Clarification to the Alternates - Section 083236 Revolving Darkroom Door -Section Added Sheets which have been revised include: X1.1 Comment Clarification Updates and Index Coordination A1.0 Legend Clarification A1.1 Legend Clarification A1.2 Legend Clarification A1.3 Legend Clarification A5.1 Legend Clarification A5.2 Legend Clarification;Wall Type Tag Clarification A5.3 Legend Clarification i S1.2 Revise wind design data, wind pressures and exposure category for HVHZ-Zone. S1.3 Revise wind design data, wind pressures and exposure category for HVHZ-Zone. S2.1 Clarify locations of repair procedures per details Sheet S3.1. S2.2 Clarify locations of repair procedure per details Sheet S3.1. S3.1 Clarify detail 4-999 procedure can also be performed from the inside of the building. ' ARCHITECTURE Barry Fine Arts Quadrangle—Miami Shores Plumbing and Building Comments January 11,2016 Page 5 of 5 _ w M1.2 Revised OAU-3 to incorporate OA duct connection to louver. Increased louver size from 12" deep to 18" deep. M1.5 Revised return duct for FCU 13 and 14.Added louver for OA service to units. M5.1 Revised detail 2 to incorporate OA connection and accessories. M6.1 Revised control requirements for FCU, added control valve schedule. E0.1 Added the description for the Type S fixture. E1.1A Removed the note related to Type S fixture being replaced with a LED fixture. E1.113 Added power and data receptacles in the new spaces and associated circuit note. E1.2A Removed the note related to Type S fixture being replaced with a LED fixture.Added new light fixtures to two new spaces created under this scope of work. E1.2B Added power and data receptacles in the new spaces and associated circuit note.Added power for new electrical water cooler. E1.3A Removed the note related to Type S fixture being replaced with a LED fixture. E1.313 Added power for the exhaust fans and associated circuit note. E1.4A Removed the note related to Type S fixture being replaced with a LED fixture. E1.4B Added new disconnect and panel location and associated notes. E1.5A Removed the note related to Type S fixture being LED fixture. Revised lighting and adJed•+ control for lighting in FA148 Room. '•.' ; ,• • • E5.1 Added note on service load modification. ••••+• .• • P0.1 Revised General Note#25. . •'• ;'• •� • • P1.1 Added backflow preventer to existing cw service feeding FAQ. •••• " ";•'+ ...... . .. ..... P5.1 Added backflow preventer detail. .+ •• •••� •••••• If you have any questions please let me know. Thank you. ....:. Respectfully Deb e a toi kinson,AIA, LEED AP, CPD Associate/Senior Project Manager Enc: Revised Sheets listed above cc: File;J. Angel—Barry University for distribution;S. Wijegunawardana and N. Wilkie—OCI; A. Smith—Skanska; R.Tercilla—HJA I ARCHITECTURE r" 5523 WEST CYPRESS ST.,STE.200 101 NE THIRD AVENUE,STE.1500 t f r MASTER y TAMPA,FLORIDA 33607 FT.LAUDERDALE,FLORIDA 33301' P(813)287-3600 F(813)287-3622 P(866)461-2011 F(813)287-3622 CONSULTING 5950 LAKEHURST DR.,STE.183 32819 ENGINEERS INC. ORLANDO,-2384FLORIDA -3622 � P(407)351-2384 F(813)287-3622 STRUCTURAL CONSULTANTS www.mcengineers.com November 17," 2015 Miami Shores Village Building Department 10050 Northeast 2nd Ave. , Miami Shores, FL 33138 Re: Structural Calculations for Fine Arts Quadrangle Exterior Renovation Barry University 11300 NE 2nd Avenue Miami Shores, FL 33161 0000 MCE has provided the structural calculations enclosed herein for the Exterior Rerlo;ation•oftl4 Fine••.•. Arts Quadrangle at Barry University located within Miami Shores. The design df•all foads;apftind •� forces are in accordance with the 2014 Florida Building Code (5th Edition). If AWA be df further •""' 0000.. assistance please call. •••••• 0000 .. 0000 . .. 0000. .. 0000. 6 6 :. .. 10.60 0000.. 0000.. .. 0000 Submitted By.- %% %%%J111111111 % p A. C4 Master;i ultin Engineers, Inc. �1 R � s45 a p ' S T4GF ku 0'. Arman %A..SQasta n;,P� �•`` FL. RegistF�tJo �#43453�`�� Structural Engineering Threshold Inspections ( Forensic Engineering i • 1 1 ' MAINNOLA MASTER Page 2 of 2 CONSULTING Plans Reviewer ENGINEERS, INC. November 17,2015 STRUCTURAL CONSULTANTS 1 TABLE OF CONTENTS Page Title: Sheet No: t Wind Design Data 1-3 F. Door Side Cell CMU Design using Masonry Elements 4-8 Window Side Cell CMU Design using Masonry Elements 9-13 CMU Wafl Panel'Design 14-18 Lintel Design for 4'-6" Opening 19-22 i i Lintel Design for 12'-6" Opening 23-26 . . .... ...... .... . .. ..... ...... . .. ..... .. .. .... ...... . . . . ...... ....% L 1 Structural Engineering Threshold Inspections Forensic Engineering T I t Search Results for Map Page 1 of 1 I AV AP ASCE 7 Windspeed ASCE 7 Ground Snow Load Related Resources Sponsors About ATC Contact Search Results t5`�Miramar t. B WestParL alandate i aszF , 1 1' Beach+'` ��' Sumpike I� I ,.eqs-. Aventura! Query Date: Fri Oct 16 2015 °;•cwmtrya•b,M � +,k " , t:+ w.{ s n'c 1 n B Isles Beah Latitude:25.8791 Palmsprtnga axa r r ht" Longitude:-80.1964 N0f6 ' yi r etr y �Miamf takas: ( r1.[/ ASCE 7-10 Windspeeds , - CV„ (3-sec peak gust in mph*): ,a,•'• ► w l Miamf al Harbour ✓ :�1 'J'"' _"'r _ Ay Surtaide Risk Category I: 156 *'Hi ah, axz }..' �;,, g ry 'Gardens - r1: A t Risk Category II: 168 Hialeah; 0�.. Porteg Risk Category III-IV:180 MRI**10-Year:89 ar�r Mi�Sf 1"1r B.�e'a_ch MRI**25-Year: 112 Warn,i4ingi � MRI**50-Year. 128 �; , v 1 MRI**100-Year: 139 ••••••i ••••••••••••• • Miami 3each •••••• i ••• ****so •••i• a�6 ab- y AIA • ASCE 7-05 Windspeed: %'- f �� i,A♦, {� •••••• • :**so:•••• 143(3-sec peak gust in mph) `.> 'f E tl �'MtaM1 sh'�land' •••• •• • • • ASCE 7-93 Windspeed. �'4P :_�� r-� t =.r" sib Madd1.1,M�tsaogle • so.* p ••r• • ••••• 110(fastest mile in mph) • • •••••• • •• ••••• •• •• •••• •••••• • i 'Miles per hour • • • • "Mean Recurrence Interval • • • • *see** Users should consult with local building officials • • • I •••••• to determine if there are community-specific wind speed •• • ••*•• • • requirements that govern. •• • ME i I—I Print your results WINDSPEED WEBSITE DISCLAIMER While the information presented on this website is believed to be correct,ATC and its sponsors and contributors assume no responsibility or liability for its accuracy.The material presented in the windspeed report should not be used or relied upon for any specific application without competent examination and verification of its accuracy,suitability and applicability by engineers or other licensed professionals.ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the windspeed report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the windspeed load report. i Sponsored by the ATC Endowment Fund-Applied Technology Council-201 Redwood Shores Parkway,Suite 240-Redwood City,California 94065-(650)595-1542 Page 1 t http://windspeed.atcouncil.org/index.php?option=com_content&view=article&id=10&de... 10/16/2015 Project: Barry College Fine Arts Quadrangle ASCE 7-10 Main Wind MASTER Client: Harvard Jolly Made by Date Page CONSULTING Location: Miami Shores,Florida t I ENGINEERS, INC. Checked Revision Job No Low rise Buildings Eq:6-16 Height K, Kd Kr qh Ps =Input 15 0.57 0.85 1.00 35.01 Wind Speed(mph 168 =Needed Calc. 20 0.62 0.85 1.00 38.08 Category II =Main Calc. 25 0.66 0.85 1.00 40.53 Imp.Factor 1.00 Red Text =Final Value 30 0.70 0.85 1.00 42.99 Enclosure Class. Enclosed 40 0.76 0.85 1.00 46.68 Exposure B 50 0.81 0.85 1.00 49.75 Mean height(ft) 16.17 59 Ft Max.this calc.is for Low rise only 60 0.85 0.85 1.00' 52.20 Roof Slope(Deg.) 0-5 70 0.89 0.85 1.00, 54.66 Kz= 0.58 80 0.93 0.85 1.001 57.12 qh(psf)= 35.73 90 0.96 0.85 1.00 58.96 100 0.99 0.85 1.00' 60.80 Wall Loads 120 1.04 0.85 1.00 63.87 r Case A Surface GCpf GCp1 pi qh Ps ***p(psf) �****P,(psf) Service(psf) Service(psf) 1 0.40 0.18 -0.18 35.73 7.86 20.72 4.72 12.43 2 -0.69 0.18 -0.18 35.73 -31.08 -18.22 -18.65 -10.93 r 3 -0.37 0.18 -0.18 35.73 -19.65 -6.79 -11.79 -4.07- 4 -0.29 0.18 -0.18 35.73 -16.79 -3.93 -10.07 -2.36 •••• • 5 -0.45 0.18 -0.18 35.73 -22.51 -9.65 -1350 • -5.71•••• •••••• 6 -0.45 0.18 -0.18 35.73 -22.51 -9.65 -11"• i -5.7%• . • • 1E 0.61 0.18 -0.18 35.73 15.36 28.22 9A2Q9•e• 16.9 •••� ••••:• 2E -1.07 0.18 -0.18 35.73 -44.66 -31.80 2fi.Z9••• -19.08 • • • 3E -0.53 0.18 -0.18 35.73 -25.37 -12.50 -15.1 3l•• -7.59• • • • 4E -0.43 0.18 -0.18 35.73 -21.79 -8.93 13.98+•• 5.39 •• ••••• 5E 0.00 0.18 0.18 35.73 6.43 6.43 3!86•••• 3.86• ••• •0000 6E 1 0.00 1 0.18 1 -0.18 35.73 1 -6.43 6.43 L -3-86 •• 3.86 •••• •••••• Roof Slope: 0-5 Degrees??? ***wince pres are with +)GCpi • • : wind .•.• � ,. •. • .... i pressure�with(-)GCpi P=qh (G p 6 1 � 0 4 A I t s 1 CASE A CASE B End Zone Width WIMOWELIow WWOREcrorr Least Horiz.Dimension 30.00 Ft. RANGEa Building Height 16.17 Ft. 0.4*Height 6.47 Ft. .10*Width 3:00 Ft.' Dimension(a) 3.00 Ft. i Dimension(2a) 6.00 Ft. r Page 2 r t r ii i ° I Project: ASCE 7.10 C&C ; I MASTER Client: Madeby Date Page I CONSULTING Location: 11 ENGINEERS,INC. Checked Revision Job No 1 Design Wind Pressure(Psfl End Zone Width - q„psf= 42.03 NOTE:WIND PRESSURE IS WITH Kd=1 Dimension(a) 3.00 Ft. Mean height(ft) Positive Ne alive Int.Press.Coeff.Gcpi= 0.18 -0.tiGC P)- GC Pi Roof Angle= 27°<e 5 45' r Design Wind Speed 168.00 MPH Category II Exposure B Walls External Pressure Coefficient-GCp Effective Wind Area(ft^2) Zone toff 20ft2 50ft' 1o0ft, n0.75 500ft' 4+ 1.00 0.95 0.90 0.80 0.705+ 1.00 0.95 0.90 0.80 0.70 4- -1.10 -1.05 -1.00 -0.90 5- -1.40 -1.30 -1.20 -1.10 -0.80 Maximum Design Pressure(psf)for walls,windows,doors Effective Wind Area(ftA2) Zone loft' 20ft2 Soft' 100ft2 200ft2 500ft2 4+ 49.60 47.49 45.39 41.19 39.09 36.99 <-WIND LOADS FOR PLAN SHEET ( .5+ 49.60 4249 45.39 41.19 39.09 36.99 4- �-53.80 -51.70 -49.60 -45.39 -45.39 -41.19 0000 5- -66.41 -62.20 '-58.00 -53.80 -47.49 -41.19 • • Roof(27°<9<45°) •• • •• • • External Pressure Coefficient-gCp •••••• • •• •••••• Effective Wind Area(ft^2) ••• •• • • • Zone loft' 20ft2 50ft2 100ft' 200ft2 500ft' •••• •• • •••• 1 0.90 0.85 0.85 0.80 0.80 0.80 • • • • • 2 0.90 0.85 0.85 0.80 0.80 0.80 •••• • •• ••••• 3 0.90 0.85 0.85 0.80 0.80 0.80 •••••• • •• ••••• -1 -1.00 -0.90 -0.87 -0.80 -0.80 -0.80 *00000 •••• so**:* • -2 -1.20 -1.10 -1.10 -1.00 -1.00 -1.00 -3 1 -1.20 1 -1.10 -1.10 -1.00 -1.00 -1.00 • • • • • • • • •••••• 2ov -2.00 -1.95 1.87 1.80 -1.80 -1.80 3ov -2.00 -1.95 80 •••••• -1.80 -1.80 • • • • • s Maximum Design Pressure(psfl for roof and overhangs •• • Effective Wind Area(ftA21 Zone 10ft 20ft' 50f1' 100ft2 200ft2 500ft2 1 45.39 43.29 4329 41.19 41.19 41.19 <-WIND LOADS FOR PLAN SHEET 1 2 45.39 43.29 43.29 41.19 41.19 41.19 3 45.39 4129 43.29 41.19 41.19 41.19 -1 -49.60 -45.39 -44.13 -41.19 -41.19 -41.19 -2 -58.00 -53.80 -53.80 -49.60 -49.60 1 -49.60 -3 -58.00 -53.80 -53.80 -49.60 -49.60 -49.60 2ov -91.63 -89.52 -86.16 -83.22 -83.22 -83.22 3ov -91.63 -89.52 -86.16 -83.22 -83.22 -83.22 Maximum Service Pressure(psfl Effective Wind Area(ft^2) Zone 10ft2 20ft' 50ft' 100ft' 200ft 500f12 1 27 26 26 25 25 25 2 27 26 26 25 25 25 3 27 26 26 25 25 25 -1 -30 -27 -26 -25 -25 -25 -2 _ -35 -32 -32 -30 -30 -30 9 -3 _ -35 -32 -32 -30 -30 -30 i 2ov -55 -54 1 -52 -50 1 -50 -50 1 3ov -55 -54 -52 -50 -50 -50 4+ 30 28 27 25 23 22 5+ 30 28 27 25 23 22 4- -32 -31 -30 -27 -27 -25 5- 40 -37 -35 -32 -28 -25 Page 3 1 t 4 { n,216entLey', Current Date:10/26/2015 3:06 PM Units system:English File name:P:\1000 Projects\1413 HarvardJolly\1413-117 Barry_College Fine Arts Quadrangle\Engineering\Masonry Elements\Door Reinf..msw\ Design Results i Masonry wall GENERAL INFORMATION: Global status OK Design code TMS 402-11 ASD j Geometry: { Total height 12.00[ft] Total length 20.00[ft] Base support type Continuous t Wall bottom restraint Pinned Column bottom restraint Fixed Rigidity elements None Materials: ••.. Material CMU 1.5-60 • • • • ,0000 0000•• Mortar type Port/Mort-M/S • • 0 • • Grouting type Partial grouting • • • • 0.0000 • •• 0000•• l Mortar bed type Face shell bed • Masonry compression strength(F'm) 1.5[Kip/int] •• • :••••: Steel tension strength(fy) 60[Kip/in2] •'•• •' • • • Steel allowable tension strength(Fs) 32[Kip/in2] •••• • •• j••••• Joint reinforcement allowable tension strength(Fs) 0[Kip/in2] •••••• • •• ••••• Steel elasticity modulu' (Es) 29000[Kip/in2] •• •• •••• •••••• Masonry elasticity modulus(Em) 1350[Kip/in2] •••••• • • Masonry unit weight 0.135[Kip/ft3] : : . • ••••i• 0000•• Number of stories:. 1 • • 40000 �••••� I•• • Story Story height Wall thickness Effective unit weight [ft] [in] [KipKt3] i ---------------------------------=------------------------------------------------------------------------------- 1 12.00 7.63 0.07 ----------------------------------------------------------------------------------------------------------------- r Openings: i Reference X Coordinate Y Coordinate Width Height t [ftl Iftl " IN IN --------------------------------------------------------------------------------- left 5.00 0.00, 3.33 7.17 Lower left 9.67 0.00 3.33 7.17 t ----------------------------------------- ---------------------------------------------------------------------------- Load conditions: 4 � Pagel Page 4 f" r r 1 ID Comb. Category Description t ---------------------------------------------------------------------------------------------------------------------- t DL No DL Dead Load LL No LL Live Load Wz No WIND Wind in Z i SM1 Yes DL DM1 Yes DL D1 Yes DL a D2 Yes DL+LL 1 D3 Yes DL+0.75LL I D4 Yes DL+0.6Wz D5 Yes DL+0.75LL+0.45Wz D6 Yes 0.6DL+0.6Wz --------------------------------------------------------------------------------------------------------------------- Distributed loads: L Consider self weight DL Story Condition Direction Magnitude Eccentricity t [Kip/ft] [ft] } ------------------------------------------------------------------------------------------------------------------------ t 1 DL Vertical 0.45 0.00 y 1 LL Vertical 0.30 0.00 1 Wz Vertical 0.45 0.00 ---------------------------------------------------------------------------------------------------------------------- Out-of-plane loads: Story Condition Magnitude • • •••• •••••• [Kip/ft2] •• • •• • • • • • • 1 Wz -0.11 •••ir• • • • Parapet Wz -0.11 •....• :.• .• ;••••; ---------------------------------------------------------------------------- •••• • •• ••••• BEARING WALL DESIGN: • • • • • i • Status OK i••i•� •• t t 1 t t j J ! r Page2 , Page 5 i 4.83 ft x. t fill 7:17 ft pR MIN�iiiiY' 1 1 C l \ 1 i 1 5 ft 3.33 ft33 133 ft 7 ft Geometry: Segment X Coordinate Y Coordinate Width Height •••• Ift] IN IN IN r •••••• ••••a• - • • • • 1 0.00 0.00 5.00 7.17 • ` ` ` 2 8.33 0.00 1.33 7.17 • 3 13.00 0.00 7.00 7.17 •••••• 4 0.00 7.17 5.00 4.83 • • • • • •••• • •• ••••• 5 5.00 7.17 3.33 4.83 • • 6, 8.33 7.17 1.33 4.83 `•i`•: i •`•• ••`•• 7 9.67 7.17 3.33 4.83 •• •• •••• •••••• • 8 13.00 7.17 7.00 4.83 ••••" • • --------------------------------------------------------------------------------------------------------------- • • • • •••a•• j Vertical reinforcement: •• • •••• • • Segment Bars Spacing Ld [in] [in] --------------------------------------------------------------------------------------------t 1 245 32.00 39.33 2 145 24.00 39.33 3 345 32.00 39.33 4 245 32.00 39.33 5 145 72.00 39.33 6 1-#5 24.00 39.33 7 145 72.00 39.33 8 345 32.00 39.33 -------------------------------------------------------------------------------------------- Results:Combined axial flexure Page3 Page 6 d 1 Segment Condition P M Ma Ratio [Kip] [Kip'ft] [Kip'ft] ----------------------------------------------------------------------------------------------------------------------------------------------------- 1 D6(Top) 4.79 6.60 6.67 0.99 2 D6(Max) 2.19 2.04 2.08 0.98 �7 i 3 D6(Top) 5.92 8.44 9.13 0.92 4 D6(Bottom) 4.79 6.60 6.67 0.99 5 D6(Max) 1.36 1.88 1.99 0.94 6 D6(Bottom) 1.65 1.80 2.02 0.897 7 D6(Max) 1.34 1.88 1.99 0.95 8 D6(Bottom) 5.92 8.43 9.13 0.92 ---------------------------------------------------------------------------------------=---------------------------------------------------------- Interaction diagrams,P vs.M: I P vs.M(Segrnera 1) P vs.M(Segment 4) st - f tet{ 4-r K •.fit- ' tL •-r-+'^i- 4 4 s j,._.t_ t- ,.-4.. .4..€.. l a. t 3-i t._..�{' _{.s .L ,.�..[-#- 1-'-i },F., ..�,.t.�..t_-(..« I•-_ 96 0 '0 Oil *090*0 .1 k a -C..a � , .. L l -tra_L... �Y�r�^F .'.�t•.� t. 9-� _�.r;i r. "~�' w} r#t E t(• t r -� }'' •.•• •r f r.....�... ,, r .... 04090* 0 3 5 9 12 15 •3 0 3••[• • •9 .0 12 0 15 • 0 • • • 900.0• • 44 00440 •• •• ,000• ••40•• • Results:Axial compression :60:0: •4:•: • •4 0000•• Segment Condition P Pa Ratio 000 0••••0 [Kip] [Kip] •• • •*so* • • • ---------------------------------------=---------------------------------------------------------- ----------------------------- •• • 1 D5(Bottom) 9.76 70.25 0.14 2 D5(Bottom) 3.86 12.76 0.30 3 D5(Bottom) 12.54 98.34 0.13 4 D5(Bottom) 7.82 70.25 0.11 ]. 5 D5(Top) 3.02 32.67 0.09 t, 6 D5(Bottom) 2.69 12.76 0.21 7 D5(Top) 2.99 32.67 0.09 8 135(Bottom) 9.67 98.34 0.10 I' --------------------------------------------------------------------------------------------------------------------------------- r Results:Axial tension t Segment Condition` ft Fs Ratio [Kip/int] [Kip/int] 1DM1(Top) 0.0032.00 ----------------- ----------------------- - - ------------ ------------0.00 2 DM1(Top) 0.00 32.00 0.00 1 3 DM1(Top) 0.00 32.00 0.00 4 DM1(Top) 0.00 32.00 0.00 5 DM1(Top) 0.00 32.00 0.00 Page4 Page 7 6 DM1(Top) 0.00 32.00 0.00 t 7 DM1(Top) 0.00 32.00 0.00 8 DM1(Top) 0.00 32.00 0.00 --------------------------------------------------------------------------------------------------------------------------------- 1 y Results:Shear t Segment Condition tv Fv Ratio [Kip/in2] [Kip/in2] y ---------------------------------------------------------------------------------------------------------------------------------- 1 D6(Max) 0.007 •0.049 0.13 h 2 D6(Top) 0.014 0.050 0.28 3 D6(Max) 0.007 0.049 0.13 4 D6(Max) 0.006 0.048 0.12 5 D6(Max) 0.008 0.046 0.18 6 D6(Bottom) 0.014 0.050 0.28 7 D6(Max) 0.009 0.046 0.19 8 D6(Max) 0.006 0.048 0.12 -------------------------------------------------------------------------------------------------------------------------------- .y Notes: *P=Axial load *Pa=Allowable compressive force due to axial load. *M=Moment at the section under consideration. *Ma=Wall allowable moment due to axial force or lintel pure flexure allowable moment *fa=Calculated compressive stress due to axial load only *fb=Calculated compressive stress due to axial flexure only •••••• *ft=Calculated axial tension • • 0000 •••••• *Fa=Allowable compressive stress due to axial load only • •• 0 •• • •• *Fb=Allowable compressive stress due to axial flexure only 000000 ; 0..• 0 0 a a�. •fv=Calculated shear stress • 000000 • • • *Fs=Allowable tensile or compressive stress •••a • 000•: *Fv=Allowable shear stress • • • • • 0000 • •• •000Y *Id=Embedment length • • 0000.• • •• 0000• *As=Effective cross sectional area of reinforcement • • Y • • 00 00 0000 •00000 *Ss=Calculated deflection Y i • 000 • • • *Smax=Maximum allowable deflection •0 • • • • • 0 0 •0000• 0000.• • • Y Y • • 0 0 • 0000 •00000 � •• • • • • 00 0 1 r t a { i ' PageS Page 8 y , r� i 2 'Bentley, Current Date:10/26/2015 2:59 PM Units system:English \ Design Results + Masonry wall a GENERAL INFORMATION: Global status OK Design code TMS 402-11 ASD Geometry: Total height 12.00[ft] Total length 37.00[ft] Base support type Continuous Wall bottom restraint Pinned Column bottom restraint Fixed Rigidity elements None • • •••• •••••• Materials: • • • • Material CMU 1.5-60 • • • • •••••• • •• •••••• Mortar type Port/Mort-M/S • Grouting type Partial grouting Mortar bed type Full bed , , , , • Masonry compression strength(F'm) 1.5[Kip/int] •••• • •• ••••• Steel tension strength(fy) 60[Kip/in2] •• ••• •• ••••• Steel allowable tension strength(Fs) 32[Kip/in2] •• •• •••• *see:* Joint reinforcement allowable tension strength(Fs) 0[Kip/in2] •••••• • • • • • Steel elasticity modulus(Es) 29000[Kip/int] •••••• Masonry elasticity modulus(Em) 1350[Kip/int] Masonry unit weight 0.135[Kip/ft3] • • • •••••• Number of stories: 1 t Story Story height Wall thickness Effective unit weight IN [in] [Kip/ft3] ------------------------=--------------------------------------------------------------------------------------- 1 12.00 7.63 0.07 ------------------------------------------------------------------------------------------------------------------ i Oaeninas: Reference X Coordinate Y Coordinate Width Height IN [ft] [ft] [ft] a, ---------------------------------------------------------------------------------------------------------------------- Lower left 5.00 2.67 12.50 7.83 Lower left 18.83 2.67 12.50 7.83 ----------------------—-----------------—-----------------—----------------------------------------------------------- r r Load conditions: t Pagel Page 9 l t ID Comb. Category Description ---------------------------------------------------------------------------------------------------------------------- DL No DL Dead Load LL No LL Live Load Wz No WIND Wind in Z SM1 Yes DL DM1 Yes DL D1 Yes DL D2 Yes DL+LL D3 Yes DL+0.75LL D4 Yes DL+0.6Wz D5 Yes DL+0.75LL+0.45Wz D6 Yes 0.6DL+0.6Wz ------------------------------=----------------------------------------------------------------------------------------- i Distributed loads: Consider self weight DL Story Condition Direction Magnitude Eccentricity [Kip/ft] [ft] ---------------------------------------------------------------------------------------------------------------------- 1 DL Vertical 0.45 0.00 1 LL Vertical 0.30 0.00 1 Wz Vertical 0.45 0.00 ------------------------------------------------------------------------------------------------- Out-of-plane loads: • • •••• •"••• 1 _Story Condition Magnitude ••• •• •; ••• ••••.• [Kip/ft2] e••••• • • • +. •••••• 1 Wz -0.11 • • • • • Parapet Wz -0.11 • • -------------------------------------------------------------------------- • • • • • •• •• •••• •••••• • BEARING WALL DESIGN: i •i•i • • • • • •••••• Status OK ' ' • • • f.. ma Z= irsi i .•, • 1.5 ft J I711" ILiBt� !l�+Ie�?l �IiIwIIllniea , e �+s ItO11ANI= JIL MCII 7.83 ft MEL 3 own �== 1fd9�1�I�8 I=�dl `• 177 2.67 ft 5 f 12-5 ft 1.33ft 12-5 ft 5.67ft� Geometry: { r' 3 h i 1 Page2 Page 10 1 t t l Segment X Coordinate Y Coordinate Width Height f IN IN IN [ft] ---------------------------------------------------------------------------------------------------------------- A 1 0.00 0.00 5.00- 2.67 2 5.00 0.00 12.50 2.67 3 17.50 0.00 1.33 2.67 4 18.83 0.00 12.50 2.67 !' 5 31.33 0.00 5.67 2.67 6 0.00 2.67 5.00 7.83 7 17.50 2.67 1.33 7.83 a 8 31.33 2.67 5.67 7.83 9 0.00 10.50 5.00 1.50 10 5.00 10.50 12.50 1.50 11 17.50 10.50 1.33 1.50 4 12 18.83 10.50 12.50 1.50 13 31.33 10.50 5.67 1.50 ------------------------------------------------------------------------------------------------------------------ Vertical reinforcement: Segment Bars Spacing Ld [in] [in] ------------------------------------------------------------------------------------------- 1 345 24.00 39.33 2 245 96.00 39.33 r' 3 145 40.00 39.33 ' 4 245 96.00 39.33 60 6••0 5 345 32.00 39.33 • 0 6666 6666•• 6 345 24.00 39.33 •• • •• • • 7 1-#5 40.00 39.33 66••06 : 6666 .•.•�. 8 345 32.00 39.33 00 0 i•0 0 • • 9 345 24.00 39.33 0006 00 0 0•00•; 10 245 96.00 39.33 • • • • • 6666 • •• 00000 d 11 1-#5 40.00 39.33 00000• • •• ••:00� $ 12 245 96.00 39.33 • • • • • 00 •• 0000 0.0••0 13 345 32.00 39.33 • ••000• • • • • • • 000000 •000•• Results:Combined axial flexure • ' • • • • • • d •0000• •• • 0000 • • i Segment Condition P M Ma Ratio ••0 i [Kip] [Kip*ft] [Kip*ft] ------------------------------------------------------------------------------------------------------------------------------------------------ 1 D6(Top) 7.00 5.07 7.68 0.66 2 D6(Max) 2.92 1.68 5.35 0.31 C� 3 D6(Top) 4.99 1.74 2.18 0.80 4 D6(Max) 2.78 1.62 5.31 0.30 5 D6(Top) 7.94 6.27 7.99 0.79 6 D6(Max) 6.40 7.10 7.62 0.93 7 D6(Max) 8.62 2.64 2.69 0.98 8 D6(Max) 6.70 7.77 7.84 0.99 t 9 D6(Bottom) 2.74 3.09 7.23 0.43 m q 10 D4(Max) -1.90 0.66 4.00 0.17 11 D6(Bottom) 3.71 0.83 2.00 0.41 12 D6(Bottom) 12.48 0.81 7.98 0.10 13 D6(Bottom) 7.76 3.48 7.97 0.44 --------------------------------=------------------------------------------------------------------------------------------ a Interaction diagrams,P vs.M: i i 4 Page3 l Page 11 F 4 f P vs.M(Segn-,ent 7) F vs.M(Segment 8)1 1'. i.li-T1- 4---t +i--i--- r1.Vd- tT, "7 1W -ff: ;f 4 -16 -L. +1 4- 77, SE r 0, t -O'S 0 O-s I Iz 23 3 3.6 s 0 3 6 5 12 is Is Results:Axial compression Segment Condition P Pa Ratio [Kip] [Kip] ------------------------------------------------------------------------------------------------------------------------------------ 1 D5(Max) 12.20 87.29 0.14 2 D5(Bottom) 6.21 190.07 0.03 3 D5(Top) 8.13 16.04 0.51 • 4 DS(Bottom) 6.01 190.07 0.03 5 D5(Top) 12.98 91.97 0.14 6 D5(Bottom) 11.43 87.29 0.13 I 7 D5(Max) 14.04 16.04 0.88 00 0 000 *000:0 8 D5(Bottom) 12.98 91.97 0.14 0 9 D5(Max) 7.58 87.29 0.09 0 10 D5(Bottom) 24.21 190.07 0.13 ...... 11 D5(Bottom) 6.04 16.04 0.38 12 D5(Bottom) 20.32 190.07 0.11 13 D5(Max) 13.19 91.97 0.14 ------------------------------------------------------------------------------------------------------------------------------ Results:Axial tension Segment Condition ft Fs Ratio [Kip/in2] [Kip/in2] -------------------------------------------------------------------------------------------------------------------------------- 1 DM1(Top) 0.00 32.00 0.00 2 DM1(Top) 0.00 32.00 0.00 3 DM1(Top) 0.00 32.00 0.00 4 DM1(Top) 0.00 32.00 0.00 5 DM1(Top) 0.00 32.00 0.00 6 DM1(Top) 0.00 32.00 0.00 7 DM1(Top) 0.00 32.00 0.00 1 8 DM1(Top) 0.00 32.00 0.00 1 9 DM1(Top) 0.00 32.00 0.00 10 1)5(Maz) 4.43 32.00 0.14 11 D5(Top) 11.24 32.00 0.35 12 DM1(Top) 0.00 32.00 0.00 4 13 DM1(Top) 0.00 32.00 0.00 --------------------------------------------------------------------------------------------------4---------------------------- Page4 Page 12 Results:Shear Segment Condition tv Fv Ratio [Kip/in2] [Kip/in2] ---------------------------------------------------------------------------------------------------------------------------------- r 1 D6(Max) 0.008 0.052 0.16 2 D6(Max) 0.003 0.045 0.06 { 3 D6(Max) 0.013 0.062 0.21 4 D6(Max) 0.003 0.045 0.06 [� 5 D6(Max) 0.008 0.051 0.15 6 D6(Top) 0.007 0.047 0.16 7 D6(Top) 0.010 0.059 0.17 8 D6(Top) 0.008 0.051 0.15 9 D6(Max) 0.009 0.049 0.19- 10 .19-10 D6(Max) 0.002 0.044 0.06 11 D6(Max) 0.010 0.057 0.18 12 D6(Max) 0.003 0.048 0.06 13 D6(Max) 0.011 0.051 0.22 -------------------------------------------------------------------------------------------------------------------------------- Notes: *P=Axial load *Pa=Allowable compressive force due to axial load. *M=Moment at the section under consideration. *Ma=Wall allowable moment due to axial force or lintel pure flexure allowable moment �'•"• *fa=Calculated compressive stress due to axial load only ; �'• •'•' "••;• *fb=Calculated compressive stress due to axial flexure only •• • •• • • *ft=Calculated axial tension •••••• • •• •••••• *Fa=Allowable compressive stress due to axial load only ...:.. 0 :096*: *Fb=Allowable compressive stress due to axial flexure only 0000 .. . • *fv=Calculated shear stress •*000 0 • •. .0 000 0 0 *Fs=Allowable tensile or compressive stress ' ' 00000. • .. 0000. *Fv=Allowable shear stress • . • • • .. .. i0000 0000.. *Id=Embedment length 000000 0 0• *As=Effective cross sectional area of reinforcement 0 0 . 0 0 • . 0 000000 *Ss=Calculated deflection. ...... • . • • *Smax=Maximum allowable deflection • • • •••••• .. . ...0 t. t PageS Page 13 a MASTER Project Job Ref. CONSULTING Barry FAQ Exterior Renovation 1413-117 ENGINEERS, INC. Section Sheet no./rev. STRUCTURAL CONSULTANTS Masonry Infill Wall Design 1 Master Consulting Engineers, Inc. Calc.by Date cnk'd by Date App'd by Date Tampa,Orlando&Fort Lauderdale Florida CCD 10/26/2015 HK MASONRY WALL PANEL DESIGN TO MSJC-11 t Using the allowable stress design method t- Tedds calculation version 2.1.03 Masonry wall panel details Wall Panel Design-Reinforced single-wythe wall,the wall is pinned at the top and at the bottom for out of plane loads The wall is fixed at the bottom and free at the top for in plane loads Panel length L=20 ft Panel height h=12 ft 20' r t: . . •.•• .•• .. 0.000• • .. .•. .• ••• •• 0000 . .. ••• • • • r 000000 • •. .•• . � 0000•• • • 0000•• Seismic properties • • • • • Seismic design category A " ' •••;'• • • Seismic importance factor(ASCE?Table 1.5-2) la=1 t Design spectral response acceleration parameter, short periods(ASCE7 11.4.4) SIDS=1 Seismic wall classification Nonparticipating ' No prescriptive minimum seismic reinforcement i Redundancy factor,on out-of-plane load PE=1.0 Construction details 1 Wall thickness t=7.625 in a in .�.. O V 6 •?(( .; S �. ,'}�f D A D .`:gib, r ao 1 t' ..0�r� - .„ � ty,�tL tom`-' i•S _l'L '> t , .' �:., l k l t Page 14 c T a, 1 I- MASTER Project Job Ref. CONSULTING Barry FAQ-Exterior Renovation 1413-117' ENGINEERS, INC. Section" Sheet no./rev. STRUCTURAL CONSULTANTS Masonry Infill Wall Design 2 t Master Consulting Engineers, Inc. Calc.by Date Chk'd by Date App'd by Date Tampa,Orlando&Fort Lauderdale Florida CCD 10/26/2015 HK r Masonry details Hollow concrete units grouted at 16 in on center in running bond fully bedded with PCL class M mortar Compressive strength of unit fcu=2800 psi Density of masonry units Yblock=115 lb/ft' Height of masonry units hb=7.625 in Length of masonry units Ib=15.625 in Number of internal webs Nweb= 1 Number of end webs Nend=2 Internal web thickness tbw=11.25 in s Face shell thickness tbf=1.25 in End web thickness the=11.25 in Area of block Ablock=[t X Ib-(lb-Nweb X tbw-Nend X tbe)X (t-2 x thf)]/Ib="44.76 int/ft Area of grout Agrout=[0.5 x (lb-Nweb X tbw-Nend x tbe)X (t-2 x tbf)]/Ib=23.37 int/ft Density of grout Ygrout=140 Ib/ft3 •••. Self weight of wall WSW=Ablock X Yblock+Agrout X Ygrout=58.47 psf ••• •••••• ••• • 15.625" 'l•••• i 0000 ••• �• • 0000•• • • • 0000 N • •• ••• • 0000• � • •• ••• • •• •• 0000 ••• •• • 0000•• • •0000• tD • •� 0000 • • IA N Z I 5.938" p!1.25'1o14 5.938" 1.25 From MSJC-11 Table 2-Compressive strength of masonry Net compressive strength of masonry fm=2000 psi Modulus of elasticity for masonry Em=900 x fm=1800000 psi ] Shear modulus of masonry &=0.4 x Em=720000 psi s From MSJC-11 Table 2.2.3.2-Allowable flexural tensile stresses for clay and concrete masonry Allowable flexural tensile stress normal to bed• Ftnonn=60 psi Allowable flexural tensile stress parallel to bed Ft-Para=66 psi Reinforcement details Yield strength of reinforcement fy=60000 psi Allowable tensile stress in reinforcement F5=32000 psi Modulus of elasticity for reinforcement E5=29000000 psi a Page 15 I l MASTER Project ,lob Ref. CONSULTING Barry FAQ-Exterior Renovation 1413-117 ENGINEERS, INC. Section Sheetno.lrev. STRUCTURAL CONSULTANTS Masonry Infill Wall Design 3 Master Consulting Engineers, Inc. Calc.by Date Chk'd by Date App'd by Date F Tampa,Orlando&Fort Lauderdale Florida CCD 10/26/2015 HK Vertical reinforcement provided .No.5 bars at 32 in centers f Area of vertical reinforcement As=n x Diaz/(4 x s)=0.12 int/ft 1 Lateral loading details I Wind load on panel W= 107.2 psf Seismic load factor(ASCE7 12.11 1) Fp=0.4 x SDs x le=0.4 t Seismic load from wall E,.an=max(Fp,0.1)x wsw=23.4 psf Additional seimic load Eadd=0 psf Seismic lateral load on panel E=Ewan +Eadd=23.4 psf' Shear loading details Vertical loading details t Dead load on top of wall DL=450 Ib/ft I Live load on top of wall LL=300 Ib/ft From ASCE 7-10 cl.2.4.1 -Combining nominal loads using allowable stress design(Utilization) • •• " Load combination no.1 DL (0.041) . 010 0 0*0 •,• Load combination no.2 DL+LL (0.052) 0••0 : 0•• Load combination no.3. DL+(LLr or SL or RL) (0.041) •••••• • •• ••• •• • I Load combination no.4 DL+0.75 x LL +0.75 x (LLr or SL or RL) (0.050) •0 :-0 .: a . • • Load combination no.5 DL+0.6 x W (0.894) 646800 0 0 0 0 0 0 0 Load combination no.6 DL+0.7 x Eh+0.7 x & (0.222) •6:0••1 •° •• 000 00 Load combination no.7 DL+0.75 x LL +0.45 x W +0.75 x (LLr or SL or RL) (0.640) 0 Load combination no.8 DL+0.75 x LL +0.525 x Eh+0.525 x Ev+0.75 x.SL (0.160) • • 0 Load combination no.9 0.6 x DL+0.6 x W (0.960) • • • Load combination no.10 0.6 x DL+0.7 x Eh-0.7 x Ev (0.251) 0• ' 0 0000 •0• Properties of masonry section Cross-sectional area A=[t x Ib-0.5 x (lb-Nweb x tbw-Nend x the)x (t-2 x tbf)]/Ib=68.1 in'/ft' Properties for walls loaded out-of-plane: Moment of inertia I=t3/12-0.5 x (lb-Nweb x tbw-Nand x tbe)x (t-2 x tbf)3/(12 x Ib)=392.2 in°/ft f. Section modulus S=I/c= 102.9 in3/ft Radius of gyration r=4[I/A]=2.399 in t Effective height factor K=1 Consider wall at mid-height under load combination no.9 4 Mid height hm=0.5 x h=6 ft r Axial load at mid-height of panel P=0.6 x DL+0.6 x hm x wsw=480 Ib/ft Compressive stress due to axial load fa=P/A=7.1 psi Slenderness ratio (K x h)/r=60.020 <99, Allowable compressive stress due to axial load Fe=(1 /4)x fm x [1 -((K x h)/(140x r))z]=408.1 psi fa/Fa=0.017 PASS-Allowable compressive stress exceeds compressive stress due to axial loads t Allowable compressive force Pa=0.25 x fm x A x [1 -((K x h)/(140 x r))z]'=27804 Ib/ft a P/Pa=0.017 PASS-Allowable compressive force exceeds axial load 1 I Page 16 s i 1 MASTER Project Job Ref. + CONSULTING Barry FAQ-Exterior Renovation 1413-117 I' ENGINEERS, INC. section Sheet no./reJ + f STRUCTURAL CONSULTANTS Masonry Infill Wall Design 4 Master Consulting Engineers, Inc. Calc.by Date Chk'd by Date App'd by Date Tampa,Orlando&Fort Lauderdale Florida CCD 10/26/2015 HK + Bending moment at mid-height of panel M=0.6 x W x h2/8=13893 lb—in/ft Depth of reinforcement d=3.813 in Modular ratio n=ES/Em=16.111 Allowable compressive stress due to flexural load Fb=(0.45)x fm=900 psi Balance point kbai=n/(Fs/Fb+n)=0.312 Tensile strain in reinforcement £s=Fs/E.=0.001103 Compressive strain in masonry £m=es x kbal/(1 -kbal)=0.000500 Compressive stress at balance point fbai_£m x Em=900 psi Tension at balance point Tbai=As x Fs=3682 Ib/ft Compression at balance point Cbal=kb., x d x fba /2=6420 Ib/ft I Axial load at balance point Pbal=Cbal—Tbal=2738 Ib/ft i; Moment at balance point Mbar=Tbai x (d-t/2)+Cbal x (t/2—kbal x d/3)=21931 Ib—in/ft Maximum moment from interaction diagram Mc= 14478 lb—in/ft t M/Mc=0.96 0000 PASS-Combination of applied axialloal Ilgd flexu►els acceptMe 1 • 70 99 • •• 000.00 • 00 00. 0• i 949.60 6 • 6 so :0046: i • 6 • • 6 0000 9 �• •9• • 50 0 699 • .0 • •6• • 77777 n 00 0• 66.6 •04 69 40 •996s• • A � •9999• 9 • 6 • • 09 0009 • • 6 20 10 'p 2.7,2.7 kips/ft 13.9 ,0.5 kipsl T -10 } 4- Moment-kip_in/ft Allowable stress interaction diagram i Consider wall at bottom under load combination no.9 Shear force V=0.6 x W x h/2=385.9 Ib/ft Net shear area Ant=d x Ib/((N.b+ 1)x s9mct)=22.3 int/ft Shear stress L=V/Ani=17.3 psi Compressive force Nv=0.6 x G=270 Ib/ft Moment M=0 lb—in/ft=0 lb—in/ft Allowable masonry shear stress Fvm=0.5 x [4-1.75 x min((M/(V x d)),1.0)]x 4(fm x 1 psi)+0.25 x N„/A =90.4 psi Allowable shear stress Fv=min(Fvm,3 x 1(fm x 1 psi))=90.4 psi Shear utilization fv/F�=0.191 Page 17 f KAPRILA MASTER Project Job Ref. CONSULTING Barry FAQ-Exterior Renovation 1413-117 ENGINEERS, INC. Section Sheet no./rev. STRUCTURAL CONSULTANTS Masonry Infill Wall Design 5 Master Consulting Engineers, Inc. Calc.by Date Chk'd by Date App'd by Date Tampa,Orlando&Fort Lauderdale Florida CCD 10/26/2015 HK PASS-Allowable shear stress exceeds applied shear stress 1 0000 • . 0060 00. 00 • • • • 0000•• • •• ••• •• • 009000 • 9 9 0000 06 0 •9• •• • • • • • 0000 • • q 0000•• 9" •• ••• • •• •• 'ti••• seed** • •+900• • X9.9•• • • • • 0 • • • •69 9• I t 9 Page 18 1 i KAPNILA MASTER Project Job Ref. CONSULTING Barry FAQ-Exterior Renovation 1413-117 ENGINEERS, INC. section Sheet no./rev. STRUCTURAL CONSULTANTS Lintel Design 1 Master Consulting Engineers, Inc: Calc.by Date Chk'd by Date App'd by Date Tampa,Orlando&Fort Lauderdale Florida CCD 11/17/2015 HK MASONRY LINTEL ANALYSIS AND DESIGN TO MSJC 2011 Using the allowable stress design method I l Tedds calculation version 1.1.00 t T/O Wall Roof/Floor Line CO c to Lq U? 00 M M C14 %, `• 45°� i' `••• � 0000 • • `•� i� • • 0000 ••• •• •` / •• • • f \ i • • •• Y 4.5 f • • • • 0000•• • •• ••• •• 000000 '` • • • •"% 0000 •• • • • '5.17 ft' `0000 : ••.` ••• • • • `.• 00.00• • •• •0• • 0000•• • 0.0.00 • • • . • • • • .•. •. • • . t ft 1 5.167 I A 1 B { kip_ft Bending Moment Envelope 0.0- 2.141 2.1 ft 1 _ 5.167 A 1 B Page 19 r { 1 MASTER Project Job Ref. 9 CONSULTING Barry FAQ-Exterior Renovation r 1413-117{ ENGINEERS, INC. Section Sheet no./rev. STRUCTURAL CONSULTANTS Lintel Design 2 Master'Consulting Engineers, Inc. Calc.by Datecnlc'd by Date App'd by Date Tampa,Orlando&Fort Lauderdale Florida CCD 11/17/2015 HK t. Shear Force Envelope I kips 1.7 1.657- 0.0- -1.657- .6570.0-1.657 -1.7 ft I 5.167 I A 1 B Support conditions Support A Vertically restrained Rotationally free Support B Vertically restrained Rotationally free Applied loading Beam loads Selfwt-Dead self weight of beam x 1 D-Dead full UDL 156 Ib/ft L-Live full UDL 300 Ib/ft W-Wind full UDL 450 Ib/ft . 0000 .•. .• Load combinations •• • Span 1 Dead x 1.00 0 : • .• • 0.00.0 . .• .•. •. Span 1 Dead x*1A 9 e 0 • • Live 1.400'0� 0 00 • Span 1 Dead x TM' • •• ••i •� 0000.•• • •• ••• • ' Wind�s.Q.6Q ' ' 0000 ••. .• Span 1 Dead x•+.Q6•• 9 Live x 6.75 :0 0 0:0 Geese* Wind;g..S : �.. Span 1 Dead x 0.60 6 Wind x 0.60 t Analysis results Maximum moment Mmax=2.141 kip_ft Mmin=0 kip_ft 1 Maximum shear Vmax= 1.66 kips Vmin=-1.66 kips Maximum reaction at support A RA-max=1.7 kips RA-Min=0.6 kips Unfactored dead load reaction at support A RA-Dead=0.6 kips 1 Unfactored live load reaction at support A RA-Live=0.8 kips Unfactored wind load reaction at support A RA_wind,= 1.2 kips Maximum reaction at support B R13-max=1.7 kips RB-Min=0.6 kips Unfactored dead load reaction at support B RB-Dead=0.6 kips 1 Unfactored live load reaction at support B RB_Live=0.8 kips Unfactored wind load reaction at support B RB Wind=1.2 kips Masonry details 1 Masonry type Concrete Density of masonry unit y= 135 Ib/ft' Page 20 1 i t , MASTER Project Job Ref. # CONSULTING Barry FAQ-Exterior Renovation 1413-117 ENGINEERS, INC. Section Sheet no./rev. STRUCTURAL CONSULTANTS Lintel Design 3 Master Consulting Engineers, Inc. Calc,by Date cnk'd by Date App'd by Date Tampa,Orlando&Fort Lauderdale Florida CCD 11/17/2015 HK Pattern bond Running Mortar type PCL Type M j Compressive strength of masonry unit fou= 1900 psi Net compressive strength of masonry(Table 2) fm= 1500 psi Modulus of elasticity(1.8.2.2.1) Em=900 x fm= 1350000 psi Allowable flexural tensile stress (Table 2.2.3.2) Ft= 106 psi r Reinforcement details Allowable tensile stress Fs=32000 psi Modulus of elasticity of steel Es=29000000 psi Cover to reinforcement ' Bottom cover to reinforcement Cnom b= 1.5 In } Side cover to reinforcement Cnom s= 1.5 In j 17 LO i ao 2 x No.5 bars •....• IF ,+.r,Y.t f:fts ;l Ar.f�+p ,r!C r r •••••• • • • 4-7.625 in —► '....• •..• ... . ...... . .. ... . .. .. .... ... .. I Section properties •••••• • Modular ratio n=Es/Em= • . • 0 066•• Section width b=7.625 In i ••• • •• • Section depth h=8 in • Net cross-sectional area An=b x h=61 int Net shear area Ann=b x h=61 int Section modulus S=b x h2/6=81.33 in Depth to tension reinforcement d=5.19 in r Moment of inertia of net section In=b x h3/12=325.3 in Cracked moment of inertia for=b x (k x d)3/3+n x As x (d-k x d)z= 131.8 in° t Flexure design(Chapter 2) Tension reinforcement 2 x No.5 bars l t Area of tension reinforcement As=Nbot x BarAreabot=0.62 int Reinforcement ratio pratlo=As/(b x d)=0.01567 Neutral axis factor k= q(2 x pratio x n+(pratio x n)2)-pratio x n=0.550 Lever arm factor j= 1 -k/3=0.817 Cracking moment Mor=2.5 x Ft x S=1.8 kip_ft Design bending moment M=2.14 kip_ft Page 21 1 f MASTER Project Job Ref. r CONSULTING Barry FAQ-Exterior Renovation 1413-11 ENGINEERS, INC. section sheet no./rev. STRUCTURAL CONSULTANTS Lintel Design , 4 ` Master Consulting Engineers, Inc. Calc.by Date Chk'd by Date App'd by Date Tampa,Orlando&Fort Lauderdale Florida CCD 11/17/2015 HK Tensile stress in reinforcement fr=M/(As x j x d)=9776 psi Allowable tensile stress in reinf. (2.3.3.1) F.=32000 psi Reinforcement stress ratio h/F5=0.305 ; PASS-Allowable tensile stress exceeds tensile stress due to flexure Compressive stress in masonry fb=2 x M/G x k x b x dz)=556.7 psi I Allowable stress in masonry(2.3.4.2.2) Fb='0.45 x fm=675.0 psi Masonry stress ratio fb/Fb=0.825 PASS-Allowable compressive stress exceeds compressive stress due to flexure ' Shear design(Chapter 2) t Location of shear force Face of support j Design shear force V=1.44 kips f t Moment shear relationship, M/Vd Assume M_Vdratio= 1 Shear stress(2-24) f�=V/Anv=23.7 psi Allowable masonry shear stress(2-28) F�= 1/2 x (4.0- 1.75 xM_Vdratio)x1(fm x 1 psi) F�=43.6 psi Masonry shear stress ratio f„/Fv= 0.543 PASS-Allowable shear stress exceeds shear stress in masonry Deflection(1.10) Deflection load combination Dead+Live •••• • • •••. ••• •- Moment at midspan under deflection loads Ma=1.715 kip_ft • • •, Effective moment of inertia lerr=min(In x (Mcr/Ma)3+ lor x (1 -(Mcr/Ma);Llj";25.3 ilk° • • • Maximum instantaneous deflection Binet=0.02 in or span/3304 ••••.• • . • Deflection limit 8imit=span/600 .""• ;'. '. ' PASS-Deflection limit exceeds deflection of linter . .. •. .•.. ... .. •••••• t 1 i a t Page 22 t ' MASTER Project Job Ref. CONSULTING Barry FAQ-Exterior Renovation 1413-1171 ENGINEERS, INC. Section Sheet no./rev. STRUCTURAL CONSULTANTS LintelDesign1 Master Consulting Engineers, Inc. Calc.by 5Datel Chk'd by Date App'd by Date Tampa,Orlando&Fort Lauderdale Florida' CCD 2015HK MASONRY LINTEL ANALYSIS AND DESIGN TO MSJC 2011 Using the allowable stress design method, i Tedds calculation version 1.1.00 1 w w w M M ; M M Cy N N �p co T/O Wall Roof/Floor Line 1 12.5 f Zo. 13.17 ft Y 6666 • • 6666 ••• •• 6666•• • •• ••• •• • 1 6666•• •% • • t 6666•• 6666 •• • • • 6666 • •• 6666• 6666•• • •• 6666• •• •• �•••• 6666•• • 6666•• • • fl 1 13.167 0 • I • • 6000•0 •6•••• t • • • ••000• kip_it Bending Moment Envelope 0.0 l: 12.991 13.0 ft 1 13.167 I r A 1 B Page 23 r I i • MASTER Prosect Job Ref. 1 CONSULTING Barry FAQ-Exterior Renovation 1413-117 section sheet no./rev. ENGINEERS, INC. I STRUCTURAL CONSULTANTS Lintel Design 2 Master Consulting Engineers, Inc. Calc.by Date chk'd by Date App'd by Date Tampa,Orlando&Fort Lauderdale Florida CCD 11/17/201'5 HK i kips Shear Force Envelope 3.947 3.9 0.0- -3.947 i 3.9 h 1 13.167 1 A 1 B 9 Support conditions Support A Vertically restrained Rotationally free Support B Vertically restrained Rotationally free Applied loading Beam loads Selfwt-Dead self weight of beam x 1 D-Dead full UDL 55 Ib/ft ' I L-Live full UDL 300 Ib/ft W-Wind full UDL 450 Ib/ft + 1 • • 9 Load combinations ` ` •••• ••• •• Span 1 Dead x 1 00 : • • ,I •••••• • .• ••• •. Span 1 Dead x.1.QQ.. . Live x 1,8a 0 0. :'. • • • Span 1 Dead x • • M6 •• •• •• Wind xA(% • • • • Span 1 Dead x•1. •• + • Live x d.75 ` ' • "' Windxe049 • 0000 ••• •• Span 1 Dead x 0.60 d Wind x 0.60 Analysis results Maximum moment Mmax= 12.991 kip_ft M&r,=0 kip_ft Maximum shear Vmax=3.95 kips Vmin=-3.95 kips 1 Maximum reaction at support A RA-max=3.9 kips RA-min=1.1 kips Unfactored dead load reaction at support A RA_Dead=1.1 kips Unfactored live load reaction at support A RA-Live=2 kips Unfactored wind load reaction at support,A RA—Wind=3 kips Maximum reaction at support B RB_max=3.9 kips RB_min=1.1 kips Unfactored dead load reaction at support B RB-Dead=1.1 kips Unfactored live load reaction at support B RB—Live=2 kips i Unfactored wind load reaction at support PB R13-Wind=3 kips Masonry details Masonry type Concrete Density of masonry unit y= 135 lb/ft' Page 24 t i MASTER Project Job Ref. CONSULTING Barry FAQ-Exterior Renovation 1413-117 t ENGINEERS, INC. Section Sheet no./rev. STRUCTURAL CONSULTANTS Lintel Design 3 Master Consulting Engineers, Inc. Calc.by Date cnk'd by Date App'd by Date Tampa,Orlando&Fort Lauderdale Florida CCD 11/17/2015 HK Pattern bond Running Mortar type PCL Type M Compressive strength of masonry unit fou= 1900 psi Net compressive strength of masonry(Table 2) fm= 1500 psi k } Modulus of elasticity(1.8.2.2.1) Em=900 x fm= 1350000 psi Allowable flexural tensile stress (Table 2.2.3.2) Ft= 106 psi Reinforcement details Allowable tensile stress Fs=32000 psi Modulus of elasticity of steel Es=29000000 psi Cover to reinforcement Bottom cover to reinforcement Cnom_b=2.5 In Side cover to reinforcement Cnom_s= 1.5 in L ---�-�— ----ir eo c M , it •.•• ..6 00 •.•• .•• 06 ••' 1r. 6• • •• • 2 x No.5 bars " �_ ••�••-:�•.,I 00.000 • •• ••• .• 0••006 • . • 0000 04 • • • i.4-7.625 in"o I 0000 " 00 000 • .. .• •••• ••• •• i Section properties • . . • { Modular ratio n=Es/Em=21.48 .••••• 0*0 00 Section width b=7.625 In '.•" ; 0.6. 0•• 0 i Section depth h=16 in �0• Net cross-sectional area An=b x h=122 int ¢ Net shear area Ar,=b x h=122 int Section modulus S=b x h2/6=325.33 in Depth to tension reinforcement d=13.18 in i' Moment of inertia of net section In=b x h3/12=2602.7 in' t Cracked moment of inertia for=b x (k x d)3/3+n x As x (d-k x d)Z=1205.3 in' Flexure design(Chapter 2) t Tension reinforcement 2 x No.5 bars t Area of tension reinforcement As=Nbot x BarAreabot=0.62 int Reinforcement ratio pratio=As/(b x d)=0.00617 Neutral axis factor k= 4(2 x pratio x n +(pratio x n)Z)-pratio x n=0.399 i r Lever arm factor j= 1 -k/3=0.867 t Cracking moment Mor=2.5 x Ft x S=7.2 kip_ft Design bending moment M=12.99 kip_ft i t Page 25 t k 1 MASTER Project Job Ref. ' CONSULTING Barry FAQ-Exterior Renovation 1413-1.17 ENGINEERS,.INC. Section Sheet no./rev. STRUCTURAL CONSULTANTS Lintel Design 4 Master Consulting Engineers, Inc. Calc.by Date chk'd by Date App'd by I Date -Tampa,Orlando&Fort Lauderdale Florida CCD 11/17/2015 HK Tensile stress in reinforcement h=M/(A5 x j x d)=22005 psi Allowable tensile stress in reinf. (2.3.3.1) Fs=32000 psi ' Reinforcement stress ratio h/FS=0.688 PASS-Allowable tensile stress exceeds tensile stress due to flexure Compressive stress in masonry fb=2 x M/a x k x b x d2)=680.3 psi a Allowable stress in masonry(2.3.4.2.2) Fb=0.45 x fm=675.0 psi Masonry stress ratio fb/Fb=1.008 FAIL-Compressive stress due to flexure exceeds allowable compressive stress Shear design(Chapter 2) t Location of shear force Face of support Design shear force V=3.75 kips Moment shear relationship, MNd Assume M_Vdratlo= 1 Shear stress(2-24) G=V/Ani=30.7 psi t Allowable masonry shear stress(2-28) F�= 1/2 x (4.0-1.75 xM_Vdraeo)x1(fm x 1psi) 1 F�=43.6 psi tl Masonry shear stress ratio f,,/Fv= 0.705 T PASS-Allowable shear stress exceeds shear stress in masonry t Deflection(1.10) Deflection load combination Dead+Live •••• Moment at midspan under deflection loads Ma= 10.228 kip_ft : ••• •••• ••• ;• Effective moment of inertia lerr=min(In x (Mor/Ma)'+ lo,x (1 -(Mor/M.1:1 1=*689.6-n4•:• ••• • Maximum instantaneous deflection Sinst=0.14 in or span/1129 •••:•• • • • •.• .• Deflection limit Siimit=span/600 . . • PASS-Deflection limit exceeds exceeds of 1 M •. • i •• • i x , j t, Page 26 t t s i i cc -l2 - 15-3013 E ' GALE INSULATION f SIO#403258737 t i CERTIFICATE OF INSULATION—INSTALLATION BUILDING PERMIT# JOB ADDRESS: 11300 NE 2ND AVE MIAMI SHORES, FL e i STATEMENT OF COMPLIANCE: We, the undersigned,,hereby certify that the thermal insulation has .been installed in the referenced building in compliance with the Florida Model Energy Efficiency Building Code and the approved plans and specifications, and in accordance with good construction practice. The insulation furnished is of the type, thickness and R-value as set forth below. I AREA TYPE THICKNESS R-VALUE i MANUFACTURER CEILING AREA SPRAY FOAM 10" R-38 ICYNENE CLASSIC MAX VAULTED l CEILING AREA DC315 NA NA { INTERNATIONAL FIREPROOF VAULTED INTUMESCENT ! TECHNOLOGY INC i COATING _ MULTIFAMILY RESIDENTIAL CONSTRUCTION: The COMMON(PARTY)walls separating different tenants shall be insulated as follows: Frame/Metal Stud Walls R-1 I (Hurl);CBS or Concrete NValls R-3(min)by Energy Code requirements. See FBC-2010-Energy Ctmservation,Section,102.2.12:Tliese"minimumevels"of insulation"are not included in the Energy Calculations,but shall be installed in the field. { INSULATION CGC1512179 CERTIFICATI N DATE: OCTOBERt10, 2016 INSULATION CONTRACTOR'S SIGNATURE: t BUILDER: SKANSKA USA BUILDING INC: SIGNATURE I PERSONALLY KNOW THE AFFIANT, DON^'MOYER. i b Sworn to and subscribed before me this day of 1 2016 , } NotaryPublic, State of Florid i ' f , r i ` T ; .►�� JULIE P WARD '= MY COMMISSION#FF194310 1 .EXPIRES January 29.2019 i 1 (407)3980153 fb,kW40terySorvke.c0n 1 xo/w �o � j�1) �(W�] i. V X 1 i ' i 1 . fi.