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CC-12-1213 (2)Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number. INSP-201600 Scheduled Inspection Date: October 21, 2013 Inspector: Rodriguez, Jorge Owner: , CHARTER SCHOOL Job Address: 11301 NW 5 Avenue Miami Shores, FL 33138 - Project: DOCTORS CHARTER SCHOOL Permit Number: CC -7-12-1213 Permit Type: Commercial Construction Inspection Type: Final Building Work Classification: Alteration Phone Number Parcel Number 112136000060 Contractor: ATLANTIC BUILDERS GROUP INC Phone: (305)629-8703 tsuiming uspartment comments CONVERT TO COMPUTER LAB INSPECTOR COMMENTS False October 21, 2013 For Inspections please call: (305)762-4949 Page 28 of 29 e Inspector Comments Passed 4�m Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid October 21, 2013 For Inspections please call: (305)762-4949 Page 28 of 29 �J2A3 kkca Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 I r. PERMIT APPLICATION Permit Type: BUILDING Permit No. MARY 11013 FBC 20 k0 Master Permit No. C C --I -12- l I l' ROOFING JOB ADDRESS: 11301 niO( iyic5 City: Miami Shores County. Miami Dade Zip: - 3 Folio/Pamel#: -fl 0 `� Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): &C 6` ' 8 1 Phone#: nS 1�� 2,31 Address: O t 3 C) l N C) (+r S+ S+f-� A e City- M 1 a r --i 4 S VAo YC State: zip: 3 3) LJ 11 Tenant/Lessee Name: Phone#: 3 E •-15q-?,3 � P Email: Mc(f- Ca a+hG @ (10C ( I)O CHY� CiACV) QL G CONTRA-�CTTO-� R :: Company Name: oAn- ' (,,, E�•,l.,A (' I (1 v S 6` )� Phone#: s(o2q � 3 Address: t,) Vim) 1 S 5J PL. zip: 33 21(1!9 Phone#: �(,o - 9 State Certification or Registration #: C O C l O 5� `-o Certificate of Competency #: Contact Phone#: �01-:� (nsl--10 3 Email Address: tj e -� DESIGNER: Architect/Engineer. Phone#: Value of Work for this Permit: $ V a ®®®.•''--0 Square/Linear Footage of Work: Type of Work. ❑Addition C(Alteration ❑New ❑Reoair/Reolace ❑Demolition Submittal Fee Scanning Fee $ Color thru tele: Permit Fee $ CCF $ CO/CC $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDMONERS, 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 a delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded no e f commencem a posted at the job site for the first inspection which occurs seven (7) days after the building permit is issu d. In the abs f h posted notice, the inspection will not be approved and a reinspection fee will be charged. _ Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,20_,by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Signature The foregoing instruInt was acknowledged before me this9f day of , 20 L3, by RobC:a* CW -J P4 No Co s personally known me or who has produced as identification and who did take an oath. NOT. Print: APPROVED BY �-Plans Examiner Zoning Structural Review Clerk (Revised V2/2012)(Revised 3/12/2012) )(Revised 06/10/2009XRevised 3/15/09)(Revised 7/102007) AW940 -Ft"L. nLvw IANIV I WIN A- 10- v. 1032 FIRE RESISTAAC•E'RATJNOS : ANSWL 263 (BXUV) Design' No. LT453 Nonbeari ft Wall Bating777 2 HIL 1. Studs— Channel -shaped, 3-1/2 in. wide by 1=1/4 in. deep with 5/16 in. folded back .return flange legs. 'Fabricated from. No. 20 MSG gaiv steel. Max stud spacing 24 in. OC. Studs to be:cut 1 in. less than assem- bly ?Height. 2. Floor and Ceiling Runners (Not Shown) — ChArm0-shaped runners, 3-5/8 in. wide by -1-1141'M deep, fabricated from No. 20. MSG galv ste Attached to: floor and ceiling with faA"ers,.24 in. OC max. 3. Resilieilt Channel — 25 MSG galy steel resilient channels spaced ver- tically max`24 "m. OC, flan a portion attached to ;each intersestuig stud with 1/2 y 1 * type S-1 pan head steel screws. . 3A Steel Framing Members (Not Shown)`' — As an alternate to Item 3, furring channels. and Steel Framing Members as descn`bed below: a. Furring Channels— Formed of.No. 25 MSG gale steel. 2-3/8 in. wide by 7/8 in. deep, spaced 24'in OC perpendicular to studs. Channels secured to studs'as described m Item b. Ends of adjoin- ing channels are overlapped 6 LiM and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 in and secured together with two self -tapping #6 framing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. b. Steel Framing Members'— Used to attach furring channels (Item a) to—.studs—(Item 1). Clips spaced•48 in: OC., and secured to studs with 1-5/8 in. wafer or hex head Type S steel screw through the center grommet. Furring channels are friction fitted into clippss . PAG INTERNATIONAL INC — Type RSIC71. 4. Batts and Blankets Placed to fill interior of stud cavity,,3 in. min thgckness , THERMAFI'BER'INC —Type SAFB. 5. Gypsum Board — 1/2 in. thick, 4 ft wide. Attached. to resilient or fur- rWg channels, base layer with fin. •Type S steel sci4s spaced 24 in. OC., face layer with 1-5/$ in. Type S screws spaced42 in: OC. Wall- board on direct attached side attached with 1 in. Type S-•12 steel screws spaced 12 im OC. Wallboard joints oriented'vertica4f, Mated over studs and offset between layers. AMERICAN GYPSUM EO• Types AG -C. CERTAINTEED GYPSUM INC — ProRoc Type C. CERTAINTEED GYPSUM CANADA Rte ,= PaoRoc Type C. CANADIAN GYPSUM COMPANY Types C, IP -X2, IPC -AR, WRC G-)'. GYP$UM- CORP, SUB OF. v GEOgGIA-PACIFIC CORP -hype 5 L k$ 'E NORTH AMERICA-INC—Type LGFC-C;:LCFC- NATIONAL GYPSUM CO . s F$K G, FSW C, FS1 IlZ C. PABCO BUILDING PROU•LT • L VC, DBA ABCO GYPSUM —Tyyp�e 'TEMPLE-INLAND FO -MT PRODUC'T'S CO" Type TG -C. UNl'I'ED STATES GYPSUM CO Types C, IP -)(2, W -Al?, WRC. USG MEXICO S A DE C `(r—Types'C, I1' -X2.; TPC -AR, WRC. 6. Joint Tape and Compound_ Vmyl, dry or premixed joint -compound, applied to joints and screw heads; paper tape, 2 iii wide; embedded in t layer of'compound over all joints. As an alternate, nom.3/32 in. thick gg�yypp'sum veneer . lasterMay be ap lied to the entire surface of Classyfled veneor baseboard.Jbints rced. . 7. Caulking and Sealants* — (Optional, >xot shown) — A bead, of acous- tical sealant applied around the. ppartition eter for sound control. UNiM STATES GYPSUM CO AS 8. Walland Partition Facings and Accessories (Optional, Not shown, — Noriniital 1/2 in. thick,. 4.ft wide panels, for,optional.use as an addi- tional layer on.,one or both sides of the, assembly. T'anels attache jai panel is`li alled betwg�i the steel framing and the UL Cla sum board; the iequired UL Classified gypsum-boar`d layeil be installed as indicated as to'fasfarier type and spacing, ex required fastener length shall be increased by a minimum c Not evaluated or intended as a substitute for the required i UL Classified Gypsum Board,. QUIET SOLUTION INC Type QuietRock QR -51b. that the in. •s) of FIRE RESISTANCE RATINGS - ANSWL 263..(BXUV) -Bearing the UL Classification Mark Design No. U454 - Nonbearing Wall Rating — 2 HI �9'--- 2 �iG =iQ. O.C. M A X " r -..-- �-�•' HORIZONTAL SECTION 1. Studs— Channel -shaped 2-1/2 in. wide by 1-1/4 in deep wlin' in. folded back return flange legs. Fabricated from; No. 25 M.S i steel. Max stud spacing 24 in. OC. Studs to be cut 1 in. less thn bly height. 2. Floor and Ceiling Runners (Not Shown) — Channel -shaped rt! 2-1/2 in. wide by 1-1/4 in. deep, fabricated from No. 25 MSG KA steel. Attached to floor and ceiling with fasteners, 24 in. OC, mays. 3. Furring Channel — Resilient 25 MSG gale steel furring chanurld spaced vertically max 24 in. OC, flange portion.attached to ea It secting stud with 1/2 in. long type S-12.pari head steel screws 4. Batts and Blankets'' — Min i •in. `fh'i&ininera1wool attached to layer of wallboard which is directly attached to steel "studs. Iyarilog� batt with min 9/16 in. long staples. Use five staples for each 4 II . piece. Drive one staple in the center of each piece atid:a staple Irl' corner, approx � in. from edges.. TIiftMAFIBER INC =Type SAFB. - 5. Gypsum Board— 1/2 in. thick, 4 ft wide Attached to. furring; diAl eels, base layer with 1 in. type S steel: screws spaced 24 in. CK', f�I layer with 1-518 in -Type S screws. spaced 12 ui4 iX-. Wallboar I � Ali direct attached side, base layer attached with fin. long type , 1','0 screws 24 OC, face layer attached with 1 5/8 in type 512 slra� in. screws apaced 12 in. OC. Wallboard joints oriented vertically, IwAl( ovgr studs and offset between layers. AMW_.CAN GYPSUM CO.: Typgs AG C.: CERTATNTEEI) GYPSUM INCA F{ oi; 'Type C CERTAINTEED GYPSUM CANADA INC - ProRoc Tylu, CANADIAN GYPSUM COMPANY_—Type C, IP -X2, IA' Al WRC. ?. G -P GYPSUM CORP, SUB OF. GEORGIA -PACIFIC CORP Type 5. LAFARGE NORTH AMERICA :INC —Type LGFC-C, LGM NATIONAL GYPSUM CO —Types FSK -C, FSW-C, FSM R -t.', PABCO BUILDING PRODUCTS L L C. DBA. . PABCO GYPSUM Type PG -C TEMPLE-INLAND FOREST PRODUC7$'CQRP —Type 'P() UNITED STATES GYPSUM CO Type C, " IPC -AR o WRC. . iJSQ MEXICO S A DE C V Type C,.IF-X2, IPC -AR or WF 5A. 'Gypsum Board — (As an alternate to Item 5) —.5/8 tri thick, 4 wide. Attached'to furring channels and steel studs as described in 5. CANADIAN GYPSUM COMPANY Type AR, II' -AR or 4 NATIONAL GYPSUM CO —Type FR or FSMR-C. UNrM STATES GYPSUM CO -Type -AR, W -AR or SCX. USG MEXICO S A DE C V Type AR. INAR or SCX. 5B. Gypsum Board* — (As an alternate to Item 5) =. Nom 3/4 im th ft wide, mstalled as described m Item 5 with screw length increas 1-1/4 in. for base layer and 2-1/4 in. for face layer. CANADIAN GYPSUM COMPANY —Types AR; IP -AR. UNITED STATES GYPSUM CO --Types AR, IP AR. USG M:E)QCO S A DE C V Types AR, IPA L 6. Joint Tape and Compound — VmyL dry or premixed joint comP applied to joints and screw heads paper tape; 2 -in.. wide, embed, first layer of compound over all joints. As an alteiiiate,:nobi- 3/32 thick. veneer lister may be w lied to thh entiie•surface Class' ed veneer baseboard. Jointsrced 7. Caulking and Sealants" — (Optional, not shown) A bead of a tical sealant applied around the partition titer for sound coy UNITED . GYPSUM CO -_ AS -Bearing the UL Cation Mark LOOK FOR 'THEML:-MARIA ON RRODOOT FIRE ds— folded s—folded• II. Max height or and /2in. i ol. Atta ma Fra r cl• o. rw wid Ch, ing stra As in. mil on k St (Ite Stu thr int MR an, IT Im a b cha fact ud 01 m SA '111 Ichec Wa weer A C C G G L W s r IVA bel I s-.,�v1 A CONSTRUCTION PLAN ARCHnwMRAL LEM= Miami 1 e WTING PARTITION REPAIRED TO MATCH UL U453 AS PER A Da5DNG DRAWINGS ZONING DEPT EXIS --sn CNRAL COLUMN TO REYAN IXISNNG WALKWAY DOOR TO REPAIR WALL TO EAISRNC I HOUR FIRE L RATED WWI. UL DESIGN STWCTURE NUMBER U485 STC 40 WITH UL U453 SIC 62 TO IBM — A EX=NO I HOUR FIRE ROOM RATED WALL UL OESIfN rw NUMBER U453 STC 62 A� TO REMAIN _ - EXISTING PIPES TO REMAIN. F SAND, PRIME & PANT PIPES TO • G.C. TO VERIFY THAT EXISTING PARTITIONS, ADJACENT TO NEW MATCH GVERN.L PANT COLOR OF THE NEW PARTITION. NEW OPERABLE WINDOW COUNTERTOPS, OVERREADS, CABINETS, TVS, ETC. COORDINATE LOCATION TO MATCH DUSTING, SEE ._ .. SHEET A-2 I s-.,�v1 A CONSTRUCTION PLAN ARCHnwMRAL LEM= Miami G R e WTING PARTITION REPAIRED TO MATCH UL U453 AS PER A Da5DNG DRAWINGS ZONING DEPT EXIS --sn CNRAL COLUMN TO REYAN DUSTING STRUCTURE DOOR TO REPAIR WALL TO E- MOM E7aSIING TO REMAIN L R- CU40M DUSTING RELOCATED STWCTURE N- DENOTES NEW TO MATCH DOSNNC WITH UL U453 SIC 62 INTEROR ELEVATIONS SEE INTEROR EIWTION SHEETS ROOM DUSTING SOUND --- ATTENUATION rw DENOTES ROOM NAME & NUMBER A� PARODGN TYPE AREA NOT INCLUDED IN CONTRACT F FIRE DMNW94ER CABINET • G.C. TO VERIFY THAT EXISTING PARTITIONS, ADJACENT TO NEW PARTITION TYPES MATCH ALL CHARACTERISTICS AND SPECIFICATIONS OF THE NEW PARTITION. • PROVIDE NON COM BLOCKING BEHIND AND IN WALLS FOR SUPPORT OF COUNTERTOPS, OVERREADS, CABINETS, TVS, ETC. COORDINATE LOCATION WITH TENANT. . G.C. TO PROVIDE NEW INDUSTRIAL STRENGTH LOCKS FOR NEW MILLWORK AND MATCHING LOCKS TO REPLACE ALL DaSWNG ONES. GENEPALMOTES ALL FINISHES, SJRF•ACES & PRODUCTS WILL BE OF CONSISTENT QUALITY THROLNHOUT INTERIOR OF OFFICE SPACE AND PUSUC CORRIDOR THE FINISH PRODUCT WILL HAVE THE APPEARANCE OF A TOTALLY RENOVATED SPACE WHERE REVS ARE REWSEO ANO/OR RELOCATED THEY WILL MATCH BOTH THE NEW AND DOSDNG APPEARANCE AND FUNCROR CONTRACTOR SHALL VERIFY ALL CONDITIONS N THE FIELD AND REPORT ANY DISCREPANCES TO THE ARCHITECT PRION TO SUBMITTING A 810. PES 1T #: UC 1A - Miami Shores Villa e APPROVED NOTE' IF WALL IS DATE ZONING DEPT COMPROMISED, c.C. Is DUSTING STRUCTURE BLDG DEPT TO REPAIR WALL TO DUSTING WALL -COMPLY, AS A MNSW STWCTURE WITH UL U453 SIC 62 DUSTING CEILNLG NEW CEILING AS SCHEDULED DUSTING SOUND --- ATTENUATION .. _ " - - DOSING WALL CONCNON D%CEEDS UL U453 STC 62 ANO N N COMPLIANCE EXITM 2 LAYERS. OF GNB 10(ISTNG IAB EXISTING BASE J128 DUSTING WALSTRUCTURE T. . NEW BhSE AS -' SCHEDULED DUSTING FINISH FLOOR - FNOSH FLOOR AS SCHEDULED EXISTING PARTITION A ^ N.TS. A PES 1T #: UC 1A - Miami Shores Villa e APPROVED BY DATE ZONING DEPT 1 BLDG DEPT r� SUBJECT IO CCNIP11ANCE WTM All FEDERAL STATE ANv C;( ILN i f riL L_S AND REOULAMONS 0 insig t design M Nib Z 2. I¢ ®T 1 �' 1108-02 LAS c� l d ASGAIN SH ,. ARS A-3 Miami Shores Village Building Department artment 10 050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 7624949 BUILDING PERMIT APPLICATION Permit Type: BUILDING OCT 292012 FBC 20 Permit No. C ) I H Master Permit ROOFING JOB ADDRESS: I I�) 0I N U( W C S t- `7 A -v env c City: Miami Shores County: Miami Dade Zip: 3 8 Folio/Parcel#: _ I_ I_-_..,_1_ 30 S �2 Is the Building Historically Deggnated: Yes NO Hood Zone: OWNER: Name (Fee Simple Titleholder) - �- — - C; Phone#: Address: 11 3 o City: 1 Q rVn o Sh O r C S State: EL Zip: '3'� I k Tenant/Lessee Name: Email: rnCX-C-0 m +h QQ C-tQ rSC-nCA r CONTRACTOR: Company Name: "( Ci $8' C u i I ( A ', 1 C... Phone#: 3 C 5- So 29- 9 -10 3 Address: 1 5 15 K ni i S ST City: Do r Cn I State: , L Zip: 33i? -(z Qualifier Name: _P—Q bC-i' + �,I P r n Phone#: 300 - (C'2-9 - ';� -1 () 3 State Certification or Registration #: G G C, 15 G '�) i (jr (--i Certificate of Competency #. Contact Phone#: 3C; S - (z RC1-'& l C Email Address: d c1C_I NY #-%06'r'g11Or, �fC,bu,IdFo®. e DESIGNER: Architect/Engineer.141 e e �-� `s �� 4. f �� s a° V�� Phone#: _-3a 5 - 5,4 S - 49i �-,q Value of Work for this Permit —1� n I l i' Square/Linear Footage of Work' _ LA o c SP Type of Work: ❑Addition iAl ration ❑New ORepair/Rcplacc ODemolition Description of Work: (Cf �l Ci CA -}��- C'n C.. C �}i t, C� J COZOP thm file: Submittal Fee $ Permit Fee $ Scanning Fee $ Notary $ Radon Fee $ CCF $ CO/CC $ DBPR $ Bond $ Training(Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ o T6 .16 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 herby made- to obtain apermit 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BORERS, HEATERS, TANKS and 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 notic of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is i s d In the absuch posted notice, the inspection will not be approved and a reinspection fee will be charged I \ IL Signature caner or Agent The foregoing instrument was acknowledged before me this day of 2032, by -1,22b i~'i UK,011 who is o y to me or who has produced As identification and who did take an oath, NOTARY PUBLIC: �.t Notary Public State of Florida .tuan Pablo Uau Karry mircommission EE 956658 sip: 0111512016 Print: &Acv v My Commission Expires: ' 0(612-otb The foregoing instrument was acknowledged before me this day of DrJp bCX- . 20 12—, by ,RQbiX +o, who is personally known to me or who has produced, as identification and who did take an oath. APPROVED BY �J`"� ��`' Plans Examiner Jq"13 1 Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) NOTARY Sign: Print: my Expires: CONRAD - State of Zoning Clerk _ k �� v U 7 cG i2 EtY� _o_m -_e oa C jC/ 12-J9) 3 DOCTORS Cf-IARTE�R SCI -i OO OO L OO 1= MIhMI SI-IOOI�E�S November 1, 2012 To Whom It May Concern: Please be advised that Doctors Charter School of Miami Shores and Atlantic Builders Group, Inc. has entered into a contract for renovation of a computer room. This letter authorizes Atlantic Builders Group, Inc. to begin work immediately. If I can provide additional information, please feel free to contact me. Sincerely, Gary Me edith Executive Director I POW Smote of Florida Pablo Llau Karg Wwnbsion EE 156656 11301 N.W. 5th Avenue • Miami Shores, FL 33168 • Tel: (305) 7542381 • www doctorschatterschool.org JDAIADument A101TMDocument Zoo? Standard Form of Agreement Between Owner and Contractor where the basis of payment is a StipulatedrSgm=--) AGREEMENT made as of the Fifteenth day of October in the year Two Thousand Twelve BETWEEN the Owner: ADDITIONS AND DELETIONS: The author of this document has added information needed for Its Doctor's Charter School Computer Room completion. The author may also 11301 Northwest 5th Avenue have revised the text of the original AIA standard form. An Adddlons Miami Shores. Florida and Deletions Report that notes added Informatlon as well as and the Contractor. revisions to the standard form text Is available from the author and should be reviewed. A vertical lira: Atlantic Builders Group, .Inc. in the left margin of this document 7875 NW 15 ST indicates where the author has Doral, FL 33126 added necessary information and where the author has added to or delated from the original AIA text. for the following Project: This document has Important legal consequences. Consuaation with Doctor's Charter School an attorney is encouraged with Building 1 Computer Room Renovation respect to its completion or 11301 Northwest 5'" Avenue mod1lication. Miami Shores, FL 33168 AIA Document A201 ^"-2007, General Conditions of the Contract The Architect: for Construction, is adopted in ft document by reference. Do not use with other general conditions Insitrht Desim Inc. unless this document is modh1ed. 2930 NW 2nd Court Miami, FL 33137 The Owner and Contractor agree as follows. AIA Document A101-2007. Copyright@ 1915,1918,1925,1937,1951,1958,1961,1967,1974,19 77,1997,1991 and 2007 by The American Institute of Architects. AN rights reserved. WARNING. This AIA° Document is protected by US Copyright Low and International Treaties. Unouthori2ed reproduction or distribution of this AIA° Document or any portion of It may result In severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the low. This document was produced by the AIA software. TABLE OF ARTICLES 1 THE CONTRACT DOCUMENTS 2 THE WORK OF THIS CONTRACT 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 4 CONTRACT SUM 5 PAYMENTS fa DISPUTE RESOLUTION 7 TERMINATION OR SUSPENSION 8 MISCELLANEOUS PROVISIONS 9 ENUMERATION OF CONTRACT DOCUMENTS 10 INSURANCE AND BONDS ARTICLE i THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement, Conditions of the Contract (General, Supplementary and other Conditions), Drawings, Specifications, Addenda issued prior to execution of this Agreement, other documents listed in this Agreement and Modifications issued after execution of this Agreement, all of which form the Contract, and are as fully a part of the Contract as if attached to this Agreement or repeated herein. The Contract represents the entire and integrated agreement between the parties hereto'and supersedes prior negotiations, representations or agreements, either written or oral. An enumeration of the Contract Documents, other than a Modification, appears in Article 9. ARTICLE 2 THE WORK OF THIS CONTRACT The Contractor shall fully execute the Work described in the Contract Documents, except as specifically indicated in the Contract Documents to be the responsibility of others. ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION § 3.1 The date of commencement of the Work shall be the date of this Agreement unless a different date is stated below or provision is made for the date to be fixed in a notice to proceed issued by the Owner. (Insert the date of commencement ifit dimers from the date of this Agreement or, if applicable, state that the date will be fixed in a notice to proceed.) Date of agreement approximately October 15. 201 If, prior to the commencement of the Work, the Owner requires time to file mortgages and other security interests, the Owner's time requirement shall be as follows: § 3.2 The Contract Time shall be measured from the date of commencement. § 33 The Contractor shall achieve Substantial Completion of the entire Work not later than One hundred twenty`! 1-20, 9iays from the date of commencement, or as follows: (Insert number of calendar days Alternatively, a calendar date may be used tauten coordinated with the date of commencement f appropriate, insert requirements for earlier Substantial Completion of certain portions of the Work) AIA DocumentAlOITM 2007. Copyright® 2915,1918,1925,1937,2951,1958,1962,1987,1974,1977,1987,2992 and2007 byTheAmericon Institute mIL of Architects. All rights reserved. WARNING. This AIA0 Document is protected by U.S. Copyright tow and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of It, may result In severe dull and criminal penalties, and will be prosecuted t to the maximum extent possible under the law. This document was produced by the AIA software. Portion of Work Substantial Completion Date , subject to adjustments of this Contract Time as provided in the Contract Documents. (Insert provisions, if any, for liquidated damages relating to failure to achieve Substantial Completion on time or for bonus payments for early completion of the Word.) ARTICLE 4 CONTRACT SUM § 4.1 The Owner shall pay the Contractor the Contract Sum in current funds for the Contractor's performance of the Contract. The Contract Sum shall be`TftTFourThou sand Four --hundred Twentv-Two and 0011001DOI.LARS 1S34.422.t1U)j subject to additions and deductions as provided in the Contract Documents. § 4.2 The Contract Sum is based upon the following alternates, if any, which are described in the Contract Documents and are hereby accepted by the Owner. (State the numbers or other identification of accepted alternates. If the bidding or proposal documents permit the Owner to accept other alternates subsequent to the execution of this Agreement attach a schedule of such other alternates showing the amount for each and the date when that amount expires.) § 4.3 Unit prices, if any: (Ident6 and state the unit price; state quantity limitations, if any, to which the unit price will be applicable.) Item Units and Limitations Price Per Unit § 4.4 Allowances included in the Contract Sum, if any: (Idents allowance and state exclusions, if any, from the allowance price.) Item Price ARTICLE S PAYMENTS § 5.1 PROGRESS PAYMENTS § 5.1.1 Based upon Applications for Payment submitted to the Architect by the Contractor and Certificates for Payment issued by the Architect, the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and elsewhere in the Contract Documents. § 5.1.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month, or as follows: 20th of month § 5.1.3 Provided that an Application for Payment is received by the Architect not later than the Twentieth (251h) day of a month, the Owner shall make payment of the certified amount to the Contractor not later than the Twenty-fifth day of the following month. If an Application for Payment is received by the Architect after the application date fisted above, payment shall be made by the Owner not later than Thirty (30) days after the Architect receives the Application for Payment. (Federal, state or local laws may require payment within a certain period of time.) § 5.1.4 Each Application for Payment shall be based on the most recent schedule of values submitted by the Contractor in accordance with the Contract Documents. The schedule of values shall allocate the entire Contract Sum among the various portions of the Work. The schedule of values shall be prepared in such form and supported AIA DocumentA101--2007. CopyrightC 1915,1918,1925,1937,1952,1958,1961,1967,1974,1977,1987,1991 and 2007by TheAmerican Institute roll of Architects. Alt rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and international Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it; may result in severe civil and crlminal penotties, and will be prosecuted I to the maximum extent possible under the law. This document was produced by the AIA software. by such data to substantiate its accuracy as the Architect may require. This schedule, unless objected to by the Architect, shall be used as a basis for reviewing the Contractor's Applications for Payment. § 5.15 Applications for Payment shall show the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. § 5.1.6 Subject to other provisions of the Contract Documents, the amount of each progress payment shall be computed as follows: 1. Take that portion of the Contract Sum properly allocable to completed Work as determined by multiplying the percentage completion of each portion of the Work by the share of the Conhact Sum allocated to that portion ofthe Work in the schedule of values, less retainage of( ). Pending final determination of cost to the Owner of changes in the Work, amounts not in dispute shall be included as provided in Section 7.3.9 of AIA Document A201m2007, General Conditions of the Contract for Construction; 2. Add that portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction (or, if approved in advance by the Owner, suitably stored off the site at a location agreed upon in writing), less retainage of (); 3. Subtract the aggregate of previous payments made by the Owner, and 4. Subtract amounts, if any, for which the Architect has withheld or nullified a Certificate for Payment as provided in Section 9.5 of AIA Document A201-2007. § 5.1.7 The progress payment amount determined in accordance with Section 5.1.6 shall be further modified under the following circumstances: 1. Add, upon Substantial Completion of the Work, a sum sufficient to increase the total payments to the full amount of the Contract Sum, less such amounts as the Architect shall determine for incomplete Work, retainage applicable to such work and unsettled claims; and (Section 9.8.5 ofALl Document A201-2007 requires release of applicable retainage upon Substantial Completion of Work with consent of surety, if any.) 2. Add, if final completion of the Work is thereafter materially delayed through no fault of the Contractor, any additional amounts payable in accordance with Section 9.10.3 of AIA Document A201-2007. § 5.1.8 Reduction or limitation of retainage, if any, shall be as follows: (If it is intended, prior to Substantial Completion of the entire Work, to reduce or limit the retainage resuiring from the percentages inserted in Sections 5.1.6.1 and 5.1.6.2 above, and this is not explained elsewhere in the Contract Documents, insert here provisions for such reduction or limitation) None § 5.1.9 Except with the Owner's prior approval, the Contractor shall not make advance payments to suppliers for materials or equipment which have not been delivered and stored at the site. § 5.2 FINAL PAYMENT § 5.2.1 Final payment, constituting the entire unpaid balance of the Contract Sum, shall be made by the Owner to the Contractor when 1. the Contractor has fully performed the Contract except for the Contractor's responsibility to correct Work as provided in Section 12.2.2 of AIA Document A201-2007, and to satisfy other requirements, if any, which extend beyond final payment; and 2. a final Certificate for Payment has been issued by the Architect. § 5.2.2 The Owner's final payment to the Contractor shall be made no later than 30 days after the issuance of the Architect's final Certificate for Payment, or as follows: ALA DocumentA101-2007. CopyrightO 1915,1918,1925,1937,1951,1958,1952,1957,1974,1977,1987,1991 and 2007 by The American Institute rer of Architects. All rights reserved WARNIN6. This AIA° Document is protected by U.S Copyright law and International Treaties. Unauthorized reproduction or distribution of thisAL4 ® Document; or any portion of it; may result In severe civll and alminal penalties, and will be prosecuted t to the maximum extent possible under the law. This document was produced by the AIA software. ARTICLE 6 DISPUTE RESOLUTION § 6.1 INITIAL DECISION MAKER The Architect will serve as Initial Decision Maker pursuant to Section 15.2 of AIA Document A201-2007, unless the parties appoint below another individual, not a party to this Agreement, to serve as Initial Decision Maker. (If the parties mutually agree, insert the name, address and other contact information of the Initial Decision Maker, if other than the Architect) § 6.2 BINDING DISPUTE RESOLUTION For any Claim subject to, but not resolved by, mediation pursuant to Section 15.3 of AIA Document A201-2007, the method of binding dispute resolution shall be as follows: (Check the appropriate box. If the Owner and Contractor do not select a method of binding dispute resolution below, or do not subsequently agree in writing to a binding dispute resolution method other than litigation, Claims will be resolved by litigation in a court of competent jurisdiction.) ( ) Arbitration pursuant to Section 15A of AIA Document A201-2007 [ X ] Litigation in a court of competent jurisdiction [ ] Other (Specify) ARTICLE 7 TERMINATION OR SUSPENSION § 7.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of AIA Document A201-2007. § 7.2 The Work may be suspended by the Owner as provided in Article 14 of AIA Document A201-2007. ARTICLE 8 MISCELLANEOUS PROVISIONS § 8.1 Where reference is made in this Agreement to a provision of AIA Document A201-2007 or another Contract Document, the reference refers to that provision as amended or supplemented by other provisions of the Contract Documents. § 8.2 Payments due and unpaid under the Contract shall bear interest from the date payment is due at the rate stated below, or in the absence thereof; at the legal rate prevailing from time to time at the place where the Project is located. (Insert rate of interest agreed upo)4 if any.) 1.500/6 monthly § 8.3 The Owner's representative: Doctor's Charter School Computer Room 11301 Northwest 5th Avenue Miami Shores. Florida § 8.4 The Contractor's representative: Robert DelPino. President 7875 NW 15 ST Doral, FL 33126 AJA Document Ai01r"-2007. CopyrightV 1915,1918,1925,3937,1951,1958,19&1,19&7,1974,1977,1987,1991 and 2007 by The American Institute v� of Architectm All rights reserved. WARNING., This AIA° Document is protected by U.S. Copyright law and international Treaties. Unauthorized reproduction or distribution of thisA14 ® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted t to the maximum extent possible under the law. This document was produced by the AA software. K § 83 Neither the Owner's nor the Contractor's representative shall be changed without ten days written notice to the other party. § 8.6 Other provisions: ARTICLE 9 ENUMERATION OF CONTRACT DOCUMENTS § 9.1 The Contract Documents, except for Modifications issued after execution of this Agreement, are enumerated in the sections below. § 9.1.1 The Agreement is this executed AIA Document Al01-2007, Standard Form of Agreement Between Owner and Contractor. § 9.1.2 The General Conditions are AIA Document A20I-2007, General Conditions of the Contract for Construction. § 9.13 The Supplementary and other Conditions of the Contract: Document Title Date Pages Supplement Take -Off Sheet § 9.1A The Specifications: (Either list the Specftations here or refer to an exhibit attached to this Agreement) Title of Specifications exhibit: (Table deleted) § 9.1.5 The Drawings: (Either list the Drawings here or refer to an exhibit attached to this Agreement) Title of Drawings exhibit: (Table deleted) § 9.1.6 The Addenda, if any: Number Date Pages Portions of Addenda relating to bidding requirements are not part of the Contract Documents unless the bidding requirements are also enumerated in this Article 9. § 9.1.7 Additional documents, if any, forming part of the Contract Documents: AIA. Document E201 TM -2007, Digital Data Protocol Exhibit, if completed by the parties, or the following: 2. Other documents, if any, listed below: (List here any additional documents that are intended to form part of the Contract Documents. AL4 Document A20I 2007provides that bidding requirements such as advertisement or Invitation to bid, Instructions to Bidders, sample forms and the Contractor's bid are not part of the Contract Documents unless enumerated in this Agreement 77tey should be listed here only if intended to be part of the Contract Documents.) AIA DocumentA101 w-2007. Copyright@ 1915;1918,1925,1937,1951,1958,1961,1967,.1974,1977,1987,1991 and 2007 by The American institute Lar of Architects. All rights reserved. WARNING: This AIA° Document is protected by U.S. Copyright Low and International Treaties. unauthorized reproduction or distribution of this ALA ° Document, or arty portion of it may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by the ALA software. ARTICLE 10 INSURANCE AND BONDS The Contractor shall purchase and maintain insurance and provide bonds as set forth in Article 11 of AIA Document A201-2007. (State bonding requirements if any, and limits of liability for insurance required in Article 11 of AIf! Document .4201-2007.) Type of insurance or bond General Liability Workers Compensation Limit of liability or bond amount (S 0.00) $1,000,000.00 $500,000.00 This Agreement entered into as of the day and year first written 4 ,�g 2 k - OWNER azure) CSA-, 46,bik (Printe name and title) 90664C t 1 (Printed name and title) A!A DocumentA101*1-2007. Copyright®1915,1918,1925,1937,1951,1958,1961,19&7,1974,1977,1987,1991 and 2007 by TheAmerican institute ` ofArchRects. All rights reserved WARNING. This A1A® Document is protected by U.S. Copyright Low and International Treaties. Unauthorized reproduction or distribution of this AIA° Document, ar any portion of it may result in severe civil and criminal penal ies, and win be prosecuted to the maximum extent possible under the low. This document was produced by the A 1 software. ATLANTIC BUILDERS GROUP August 21, 2012 TO: Insight Design, Inc. 2930 NW 2nd Court Miami, FL 33137 FROM: Robert DelPino, CGC Atlantic Builders Group 7875 NW 15 ST Doral, FL 33126 RE: Doctor's Charter School Building 1 Computer Room Renovation 11301 Northwest P Avenue Miami Shores, FL 33168 Dear Sir: Page 1 of 3 7875 NW 15 street Doral, FL 33126 Phone: (305) 629-8703 Fax: (305) 629-8704 Please accept the following proposal for the Tenant Build -out at the property specified above for the referenced set of plans issued on 06/26/2012 and 06/15/2012 Proposal has been based on bidding sets through sheets: G-1, A-1, A-2, S-1, M-1, E-1, and E-2 Price includes all items required for completion of work as specified in bid set. Items not specified within bid set, omitted or specified in "exclusions" are excluded unless otherwise noted. Certified General Contractors ATLANTIC BUILDIERS GROUP Inclusions: SUPERVISION Page 2of3 Al2CHTTECTURAL PLANS — A-1 and A-2 Processing and Securing of Building Permit through City of Miami Shores, FL Basic Cleaning & Protection of Jobsite Gypsum Wallboard patching where required Cast -in -Place Concrete Requirements Drop ceiling systems as per plan Flooring — VCT and Prep Bases - Vinyl Painting as per plans Structural Considerations for window penetration Coordination of all Third Party Subcontractors Coordination of all required Construction Inspections (Including Subcontractors) Coordination of Final Inspections (Including Subcontractors) Coordination of Issuance of CO MECHANICAL PLANS — M-1 Processing and Securing of Mechanical Permit through the City of Miami Shores, FL Fumish and Install New unit per schedule Connections and Controls Ductwork, Grills, and Diffusers as per plan Successful Securing & Passing of all required Mechanical Inspections ELECTRICAL PLANS — E-1 and E-2 Lighting Lamps & Fixtures Installation and Supply (includes emergency unit) Furnish and Install in -ground junction box per plan Furnish and Install all Telekom drops with pull -string as per plan Sub -Total Profit & Overhead $28,685.00 $5,737.00 GrandTotal Price: .................................................................. $34,422.00 (Thirty -Four Thousand Four Hundred Twenty -Two and 00/100) Terms: 7875 NW 15 Street Doral, F'L, 33126 Phone: (305) 629-8703 Fax- (305) 629-8704 Via AIA (American Institute of Architects) Construction Contract A101, A201, A401 upon acceptance of proposal Contract, Liability Insurance, Worker's Comp Insurance, and Licensing Required Certified General Contractors 7875 NW 15 Street T � ��((� D=4 FL 33126 `�✓ Phone: (305) 629-8703 BUILDS GROUP Fax: (305) 629-8704 Exclusions: Page 3 of 3 1. The following items were excluded in bid package due to omission from plan set and maY not be required: • CIVIL • FIRE PROTECTION — Sprinklers • PLUMBING • FIRE ALARM • BURGLAR ALARM SYSTEMS — Permit Required • CCTV Systems • Safe Placement and Integrated Construction Countermeasures (Reinforcements) • Aesthetic considerations or requirements (pedestrian barriers, temporary walls) 2. The followiniz items were excluded from bid package to be billed directly to client: • Permitting & Upfront Fees and Costs • Governmental Fees, Costs and Surcharges • Shop Drawings and Engineering Documents • Required Revisions and/or Architectural Fees • Expediting Fees and/or processing Fees Any work or item not shown above under inclusion is automatically designated under exclusion. In addition, any alteration, modification, or changes affecting any part of above referenced project would be considered a change to scope and price. Certified General Contractors on pp 44 Fi LE T Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-175333 Permit Number: CC -7-12-1213 Scheduled Inspection Date: May 28, 2013 Permit Type: Commercial Construction Inspector: Bruhn, Norman Owner: , CHARTER SCHOOL Job Address: 11301 NW 5 Avenue Miami Shores, FL 33138 - Project: DOCTORS CHARTER SCHOOL Contractor: ATLANTIC BUILDERS GROUP INC Building Department Comments CONVERT TO COMPUTER LAB Inspector Comments Passed Failed Correction a Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Inspection Type: Slab Work Classification: Alteration Phone Number Parcel Number 112136000060 Phone: (305)629-8703 May 24, 2013 For Inspections please call: (305)762-4949 Page 1 of 24 4035 S.W. 98 Avenue, Miami Florida 33165 N® P.O. Box 650213 / Miami Florida 33165-0213 Tel. (305)552-0141 / 1-800 782-9284 FAX (305) 227-1797 WEB PAGE: www.al-flex.com / E -Mail: al-flex@bellsouth.net Partial Treatment Notice /Vbu 51W& Project Name: t Property Address: /® Lot Block Model:� FL Service order by: A-72AAiT& Permit #: Date: 0//3, Time: Product Used :LI( �� Number of Gallons applied Area Treated: 9 Tamp: Stage of Ti sabfient : Horizontal/Interior Vertical 3346, Applicator: A Chemical Used•z_ (active ingredient) Percent Concentration: '0'40.5- Linear ,®.5- Linear feet Treated : This is not valid without a company seal 1. The above noted structure has received the first of two or more required treatmets for the prevention of native subterranean termites. 2. Upon completion of this treatment and payment of any balance due under this contract, AI -Flex will provide purchaser with written confirmation that the treatment is completed and the associated limited warranty is in full force and effect. The limited warranty shall not be considered to be in effect until all required payment has been made. This form is for inspection or construction draw purposes only. The perimeter of the above structure must be treated at final grade accordance with pesticide label and Florida Statue. Warranty and treatment certification will be issued upon completion of -final treatment. \NC CoQ This form should not be accepted as proof of complete treatment for Certificate of Occupancy ing: % NOTICE TO BUILDER: lit is the responsibility of the builder to notify AL -Flex Exterminators should tr ® ui'lQr driveways and entryways. AI -Flex Exterminators must be notified at final grade of structure so final aita�e� warranty issued, and required paperwork for dosing submitted. g ;O E7c 10 THIS IS NOT A PROOF OF. WARRANTY-%V7�;P_'* e A R -T x-Extermi—n—ators Inc. 34 4035 S.W. 98 Avenue, Miami Florida 33165 P.O. 6542 3 / Miami Florida B0 x 1331650213 'Tel. (305)552-0141 l 1-800 782-92i FAX 227-1797 �.. WEB PAGE: www.al-flex.com / E -Mail: al-flexpbellsouth.net .; Partial Treatment NoticO _T Project Name: Property Address: 11%3 . Lot E lock Model:rJ'?r FL Service order by. ¢%1A�, IT PerTnitf. Date: / dJo Tirjne: "��i Appl9catoral A ''�'�i Gto Jf .Product ed: Chemical. Used:,Aa?./o (active in redient) ' Number ol Gallons applied Percent concentration: ration: 40, "©ur Area Tam Linear feet it Stage of.T a ent': Horizon Ulnterior Vera -_y • o s cal itThis Is not valid without a company seal 1.. The above noted ure has received the first of two or more required treatmets for the prevention of native subterranean ter!`Itites: 2. Upon completion d this treatment and payment of any balance due under this contrac�, AI -Flex will provide purchaser with written cbrifirmador that the treatment is completed and the associated limited warranty is in full force and effect, _ The limited warrant shall not be considered to be in effect until all required payment has been made. This form is for inspection or construction draw -purposes pe tlO - pedi � � rposes only The, perimeter of the ve. structure must. be treated at final, grade accordance with pesticii le label and Florida Statue: Warranty and treatment certification will be issued upon completion of final treatment This form should not accepted as proof of complete treatment for Certificate of Occupancy or k NOTICE TO BUILDER:At is the responsibility of the builder to notify AL -Flex Exterminators;should trip patios,' driveways and entryaia S. AI-Flex Exterminato must be notified at final grade of structural) so final •• be•i:pi ted warranty issued, and re wired paperwork for closing, submitted)110 Q v 1 THIS IS NOT A PROOF.OF WARRA W., Q:•• 1 PF—.T 2008 FIRE RESISTANCE DIRECTORY VOLUME 1 1032 FIRE AESISTANCE`RATINGS - ANSVUL 263 (BXUV) Design No. U453 Nonbearing Wall- Rating - 2 HR.' Studs— Channel -shaped, 3-1/2 in. wide by 1-1/4 in. deep with 5/16 im folded back return flange legs. Fabricated from No. 20 MSG galy steel. Max stud spacing 24 in OC. Studs to be.cut 1 in. less than assem- bly height. Floor and Ceiling Runners (Not Shown) — Channel -shaped runners, 3-5/8 in. wide by 1-1/4 in. deep, fabricated from No. 20 MSG galy steel.- Attached to: floor and ceiling with fasteners, 24 in. OC, max. Resilient Channel — 25 MSG galy steel resilient channels spaced ver- tically max 24 in: OC, flange portion attached to each intersecting stud with 1/2 in lou type S-12 an head steel screws. Steel Framing Member: (Not Shown!* — As an alternate to Item 3, furring channels and Steel Framing Members as described below: a. Furring Channels —Form of 1I o.25 MSG gaiv steel. 2-3/8 in. wide by 7/8 in. deep, spaced 24'in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoin- ing channels are overlapped 6 in. and tied together with double strand of No. 18 SWG galy steel wire near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 in and secured together with two self -tapping #6 framing screws, min 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channeL b. Steel Framing Members* — Used to attach furring channels (Itern a) to. studs (Item 1). Clippss spaced 48 in OC., and secured to studs with 1-5/8 in. wafer or ex head Type S steel screw throultl► the center grommet. Furling channels are friction fitted into MVpI PAC@ INTERNATIONAL INC — Type RSIC71. Batts and Blankets= Placed to fill interior of stud cavity,,3 in. min thickness INC —Type SAFB. Gypsum Board — 1/2 in. thick, 4 ft wide. Attached to resilient or fur- ring channels, base layer with 1 in. -Type S steel screws spaced 24 in. OC., face layer with 1-5/8 in. Type S screws skated 12 in.' OC. Wall- board on direct attached side attached with 1 in. Tyoe`S-12 steel screws spaced 12 in OC. Wallboard joints oriented vertically; located over studs and offset between layers. AMERICAN GYPSUM CO.—Types AG -C. CERTAINTEED GYPSUM INC—.ProRoc Type C. CERTAINTEED GYPSUM, CANADA INC — ProRoc Type C. CANADIAN GYPSUM -COMPANY Types C, IP X2, IPC AR, WRC: G -P GYPSUM CORP, SUB OF GEORGIA -PACIFIC CORP —iAx 5. LOARCE NORTH AMERICA•1WC-, Type LGFC-C,,LGFC- C/A. NATIONAL GYPSUM CO —Types FSK -C, FSW-C, FSMR-C. PABCO BUILDING PRODUCTS L L.C, DBA PABCO GYPSUM —Type PG -C . TEMPLE-INLAND FOREST PRODUCTS'CORP—Type TG C. uNraD STATES GYPSUM CO Types C, IP -X2; IPC -AR, WRC. USG MEXICO S A DE C V —Types C; Il? -X2, IPC -AR, WRC. Joint Tape and Compound - Vmyl, dry or premixed joint compound, a plied to joints and screw heads; paper tape, 2 in wide, embedded in fust layer of compound over all joints. As an alternate, nom.3/32 in thick gyp veneer .pplaster may be ap lied to the entire surface of Classified veneer .baseboard. Joints reed. Caulking and Sealants* — (Optional, not shown) A bead of acous- tical sealant applied around the partition per uneter for sound control. UNITED STATES GYPSUM CO -e AS. Wall and Partition Facings and Accessories - (Optional, Not shown) — Nominal 1/2 in. thick, 4A wide panels, for optional use as an addi- tional layer on,one or both sides of the assembly. Panels attached in accordance with manufacturer's recommendations. When the QR -510 panel is.installed etween the steel framing and the UL Classified gyp- sum board; there"; ired UL Classified gypsum board layers) .is/are to be installed as indicated as to -fastener type and spacing, ex that the required fastener length shall belhcreased by a minimum of /2 in. Not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board: QUIET SOLUTION INC Type QuietRock QR -510. FIRE RESISTANCE RATINGS - ANSWL 263 (BXUV) *Bearing the UL Classification Mark Design No. U454 Nonbearing Wall Rating — 2 HR. IE 24" O.C.. MAX, HORIZONTAL SECTION 1. Studs— Channel -shaped 2-1/2 in. wide by 1-1/4 in deep with in. folded back return flange legs. Fabricated from No. 25 MSA steel. Max stud spacing 24 in. OC. Studs to be cut 1 in. less tha bly height. 2. Floor and Ceiling Runners (Not Shown) — Channel -shaped ru 2-1/2 in. wide by 1-1/4 in. deep, fabricated from No. 25 MSG go steel. Attached to floor and ceiling with fasteners, 24 in OC, nia 3. Furring Channel — Resilient 25 MSG galy steel furring channrld spaced vertically max 24 im OC, flange portion attached to era h setting stud with 1/2 in. long type S-12 pan head steel screws. 4. Batts and Blankets*— Min 1 in. thick mineral wool attached lu layer of wallboard which is directly attached to steel studs. I-lasloA i batt with min 9/16 in. long staples. Use five staples for each 4 II W piece. Drive one staple in the center of each piece and a staple uk 6, corner, approx 3 in. from edges. THERMAMBER INC —Type SAFB. 5. Gypsum Board— 1/2 in. thick, 4 ft wide. Attached to furring 1114 nets, base layer with 1 in. type S steel screws spaced 24 in. 0C, kc layer with.15/8 in. Type S screws spaced 12 in, OC. Wallboard im direct attached side, base layer attached with 1 fn long type ti i? t screws'24 in. OC, face layer attached with 1-5/8 in. type S-12 shvi screws spaced 12 in. OC. Wallboard joints oriented vertically, lin dig over studs and offset between layers. AMERICAN GYPSUM CO Types AG,C.. CERTAINTEED GYPSUM, INC.— ProRoc Type C. CERTAINTEED GYPSUM CANADA INC— ProRoc Tyly CANADIAN GYPSUM COMPANY . Type C, IP -X2, II'(' A WRC.. G -P GYPSUM CORP, SUB OF. GEORGIA -PACIFIC CORP -Type 5. LAFARGE NORTH AMERICA INC Type LGFC-C, L(:I,'(' NATIONAL GYPSUM CO —Types FSK -C, FSW-C, FSM K -C PABCO BUILDING PRODUCTS L L C,. DBA PABCO GYPSUM —Type PG -C. TEMPLE-INLAND FOREST PRODUCTS CORP Type 'ro UNITED STATES GYPSUM CO Type C IP -X2, IPC -Alt n WRC. . USG MEXICO S A DE C V Type C; IP -)(2, IPC -AR or Wp 5A. 'Gypsum Board* — (As an alternate to Item 5) - 5/8 in thick, 41 wide. Attached `to furring channels and steel studs as described in 5. CANADIAN GYPSUM COMPANY —Type AR, IP -AR or til NATIONAL GYPSUM CO —Type FR or FSMR-C. UNTIED STATES GYPSUM CO Type AR, IP -AR or SCX. USG MEXICO S A DE C V Type AR, IP -AR or SCX. 5B. Gypsum Board* — (As an alternate to Item 5) _ Nom 3/4 in. IN ft wide, installed as described in Item 5 with screw length increaw 1-1/4 in. for base layer and 2-1/4 in. for face layer. CANADIAN GYPSUM COMPANY --Types AR, IP -AR. UNITED STATES GYPSUM CO —Types AR, IP -AR USG MEXICO S A DE C V —Types AR, IP -AR 6. Joint Tape and Compound— Vinyl; dry or premixed joint comp applied to joints and screw heads; paper tape, 2 in. wide, embed,) first layer of compound over all joints. As an alterirate; norm 3/32 thirlc. gyp veneer plaster may be applied to the entire surface Classified veer baseboazd. Joints remforted. 7. Caulking and Sealants*— (Optional, not shown) — A bead of m tical sealant applied around the partition tel^ for sound con UNITED ST$as GYPSUM CO AS. *Bearing the UL Clarfication Mark LOOK FOR THE _UL MARK ON PRODUCT i k S� 4 -#- A CONSTRUCTION PLAN D IISIING T HOUR FIFE RATED WALL UL DESIGN NUMBER U465 STC 40 TO RETm DUSTING 1 HOUR FIRE RATED WALL UL DESIGN NUMBER U453 STC 62 TO REMAIN EDQSITNG PIPES TO FGM. SMPRIME & PANT PIPES TO MATCH OVERALL PAINT COLOR AWHnwTumLLEww NOTE: IF WALL IS E7OSTNO PARTITION REPAIRED TO MATCH UL 0453 AS PER A EfOSTING DRAWINGS EXISTING STRUCTURAL COLUMN TO IlEiPAIN TDOSTING WALL _- DOOR l 1;, E- DENOTES EIOSTNG TO ISM IDOSTING CEILING.... R- DENOTES DINING RELOCATED --NEW CEILING AS N- DENOTES NEW TO MATCH OISTING -- INTERIOR SHATONS A-1 2 SEE INTERIOR ELEVATION SHEETS ROOM ----EXISTING WALL DENOTES QOM NAME & NUMBER V PAATTION TYPE CONDITION E%CEEOS AREA NOT INCLUDED IN CONTRACT F ESS. FIRE EXTINGUISHER CABINET •G.C. TO VERIFY THAT DOSTING PARTITIONS. ADJACENT TO NEW PARTITION TYPES MATCH ALL CHARACTERISTICS AND SPECIFICATIONS OF THE NEW PARTTION. •PROVIDE NON COM BLOCKING BEHIND AND IN WALLS FOR SUPPORT OF COUNTERTOPS, OVERHEADS, CABINETS, TVS, ETC. COORDINATE LOCATION WITH TENANT. • G.C. TO PROWOE NEW INDUSTRIAL. STRENGTH LOCKS FOR NEW MILLWORK AND MATCHING LOCKS TO REPLACE ALL EXISTING ONES. GENERAL NOTES ALL FIN6HE5, SURFACES & PRODUCTS MU. BE OF CONSISTENT DUALITY THROUGHOUT WTBOOR OF OFFICE SPACE AND PUSIC COMM THE FINISH PRODUCT WILL HAVE THE M EARNCE OF A TOTALLY RENOVATED SPACE WHERE ITEMS ARE RMSED AND/OR RELOCATED THEY WILL MATCH BOTH THE NEW AND EXISTING WPFARMICE AND FUNCTION. CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD AND REPORT ANY DISCPANCIES TO TH$ ARCHRECT PRIOR TO SUBMITTNG A BID. - pra°M and Uenl en - Reel we IFe — w•°w1Y e wy if ,,�l ��I awe �wyni oadpn. � T,ONEI' 0 insight design it � II - .-1._L_-L._ 0� c U� 5r � mj Uli �ZE Pr� r o� Oa � WG •'°z .� = o N vxukcr Ma 11GB412 ��I. LAO ASSINCININ A-3 NOTE: IF WALL IS COMPROMISED, G.C. IS EXISTING STRUCTURE - TO REPAIR WALL TO TDOSTING WALL _- COMY. AS A MMM, STRICTURE WIN UL U453 STC 62 IDOSTING CEILING.... --NEW CEILING AS IDWNG SM -- SCHEDIM ATTENUATION - ----EXISTING WALL . - "....Q CONDITION E%CEEOS c� UL U453 SIC 62 AND R IN COMPLIANCE ETaSTING 2 LAYERS ----i OF GWS IX611NG IAB DUSTING BASE;. -NEW BASE AS EXISTING WALL SCHIEDU.EO EXISTING FINISH STRUCTURE .. L . SCREFINISFLOOR A5 SCHEDULED EXISTING PARTITION A - pra°M and Uenl en - Reel we IFe — w•°w1Y e wy if ,,�l ��I awe �wyni oadpn. � T,ONEI' 0 insight design it � II - .-1._L_-L._ 0� c U� 5r � mj Uli �ZE Pr� r o� Oa � WG •'°z .� = o N vxukcr Ma 11GB412 ��I. LAO ASSINCININ A-3 co cq-i� MAk I2111 9A NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TUBE OF FIRST INSPECTION' PERMIT NO. TAX FOLIO NO. i l Z 3� STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information Is provided In this Notice of Commencement. CFN 2012RO87 1 62 OR Bk 28383 Ps 0719°v (W) 'RECORDED 12/06/2012 12:21:21 HARVEY RUVINY CLERK OF COURT MIAMI-DADE COUNTYP FLORIDA LAST PAGE Space above reserved for use of recording Office 1. Legal description of property and street/address: l� i r� .w A,vEr9v� • �-(� �i �,�t3 5 t L'� �� 2. Description of improvement: i 3.Owner(s) name and address: Interest In property: 11 �50 t epi N0 Name and address of fee simple titleholder: 4. Contractor's name, address and phone number: 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(ixa)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN 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. Signature(s) of mer(s) or Owners ' Authorized Officer/Director/Partner/Manager Prepared By h Qifl i d Prepared By Print Name Print Name- Title/Office STATE OF FLORIDA COUNTY OF MIAMI-DADE The Title/Office instrument was acknowledged before me this Q L day of 'l.Y 20C2_ ❑ Indivldually, or��I as_ )P.ersonally known, or for ❑ produced the following type of identification: NOMSignature of Notary Public: on P°� stage u li; Print Name: 014V V, (SEAL) oFWOr E)q*"0v1&n1s Under penalties of perjury, 1 declare that I have read the foregoing a that the facts stated in it are true, to the best of my knowledge and Signatu (s) of Owners) or Owner(s)'s Authorized Officer/Director/P. By ` hW C' (�- In- By 123A1-62 PAGE3 f/L! /�J C�'Y F'a" �.• �z j NOV 2U�� 1 insight P) design MEMORANDUM TO: CITY OF MIAMI SHORES VILLAGE ATTENTION: BUILDING REVIEWER PROJECT: DOCTORS CHARTER SCHOOL - PERMIT NUMBER (12-1213) REFERENCE: RESPONSE TO COMMENTS 11/07/12 FROM: ALEJANDRO BONET DATE: NOV. 13, 2012 COPIES: ARCH., FILE PAGE 1 OF 1 MESSAGE In response to your review of the project referenced above, we offer the following comments and responses (the numbers correspond to the numbers on the critique sheet): BUILDING: 1. Structural responses are attached. 2. The existing space is a storage space. The occupant load for the room is 29.6 occupants (as shown on sheet G-1). Please see sheet G-1 for revision #3 under Building Classification. Existing building occupancy calculations were derived from the existing Spillis Candella drawings. insight dhigga 2930 NE 2' Court • Miami, Florida 33137 305 545 4964 • www.insightdasign.us • Fax 305 545 4965 AR 92162 • AA 0003130.10 0003964 ...... ...... ...... ...... insight dhigga 2930 NE 2' Court • Miami, Florida 33137 305 545 4964 • www.insightdasign.us • Fax 305 545 4965 AR 92162 • AA 0003130.10 0003964 y.. ,.. -. •�>.,�,� w •gin .. M1 �fA'ri j'r �fN �t kf J 9445 t _ S insight design MEMORANDUM TO: CITY OF MIAMI SHORES VILLAGE ATTENTION: STRUCTURAL REVIEWER PROJECT: DOCTORS CHARTER SCHOOL- PERMIT NUMBER (12-1213) REFERENCE: RESPONSE TO COMMENTS 11/07/12 FROM: ALEJANDRO BONET DATE: NOV. 19, 2012 COPIES: ARCH., FILE PAGE 1 OF 1 MESSAGE In response to your review of the project referenced above, we offer the following comments and responses (the numbers correspond to the numbers on the critique sheet): STRUCTURAL: 1. See Structural Calculations dated August 19, 2012, page S. We are showing the contribution of the tile up wall supporting the loads for the revisions of the new opening in the existing wall. 2. See Structural Calculations dated August 19, 2012, pages 6, 7. We are providing the calculation of the steel member reinforcing the new lintel. Also, see additional calculations dated November 19, 2012. We are providing the steel member for the jambs in the proposed opening. Please see Section 1 and 2 on sheet S-1. 3. See drawings on sheet S-1, floor plan and section. We are specifying, "Do not cut opening until all connections and reinforcing to existing structure are in place." insight design 2930 NE 2' Court • Miami, Florida 33137 305 545 4964 • www.insiahtdesian.us • Fax 305 545 4965 AR 92162 • AA 0003130 • ID 0003964 I - f insight design ADDITIONAL STRUCTURAL CALCULATIONS FOR DOCTORS CHARTER SCHOOL 11304 Nib( 5T" AVE. MIAMI SHORES, FL. 33168 NOVEMBER 19, 2012 insight deiigni,i . 2930 Northeast 2 nd Court. Miami, Florida 33137 305 545 -49M -e, vu�nnv.inuigh; de i n.ra t Fax 305 545 4965 ...... 0000.. • .. . . . 0000.. . .0000. . 0000• • 0 • 0000.. • 0000.. 0000 . . :00 •0600 • . .• 0000. 0 0000• .0..0: 0000 . • 0000 ....0. • ...• • 0000.. . . 0 • 0000.. � • • • • .0000. 0 00.0.: .. : . 0 . • JOB /) oc t d' �? [ SHEET NO /:5 OF CALCULATED BY 7 DATE -ACU !R? ' CHECKED BY DATE ■■■MME■EM■MM■■■■M■■■■■■■■■■■■■■ ■■■mammBE , M■■■■ME■■■■■M■■MMM■■■ ■■MMMMMMMMMM■■■EMM■■E■MMMMM■E■■ .. ■■■■■■OM®Ui■mmii ■■■_■_■_■_MM■MMMNIWM■M■■M■MM■■■■■■■■ ammm■omacamTMa ■omE■mEmEMEE EEE ■u■■■EmmUffIN■■■I■M■■■■■■■■MINE ■■I■MMM ■EM■■■EIEMM■IMM■►i■m■ i n ymm Mil■■■■m!■■o■■■ Em■■■i E■■■■■■MMU■■N 01fE�i� llt�l■EMS■M■E;■' ■�i�■E■I �EMMM■N t�■� t ■■MEN ■■■w2 0 NEI ■MMEIA?RM1019,i EIM■MINI■E■■E■EEMirEE■ ■1I0■MEDS■■M■M9MEMM■I■E■El ■t ■E ■■■E!i''EE■■l■MEN iM1■M��f■■■■■■MEN mmI iIEEME■■E■ mEl o ■■E ■■MEM■■��1■■Mr�■ii■i��r.i■■E■■■E■■■■ no ■■■■M■■ONE■ ■WEE■EMEMMEMMEMEMEE OMEN ■■■■■■■E ■■■■EE■!Nrs'E'i'+ii ■■■■E■ NMIM ONE ■EM ■■■EM■MEMEMMOMMIN EM■EEMM■M■■ ■■■■MMMM■l33 m"d md E ■■■■■■ NONE ■■ ■■■■■■■■■mom NIMEN ■EE■■■MEM■■■ ■■MMMMM■ME■ommomom■MEMS■E■M■■E■ ■■MM's! mM or!■■QA-■Ei�! ■E ■■r■■■E■■■�■EES■�■■E■■E!' !P.-FR■noE NEEM■■■■Rfis ammollu■■■MEE EWEn■■K® ■■■��9i■��\ ■■E��IE■■■■iii r�l��■■■i■� ■■■i■■v� I{ ®i!'E-11■■Iii■■1. ■ 1 1® Room ■'� ■■■■■■■i�EC Ali ■■i■1'•■■■■■�r1M;i■■■EEC No IN ligiff M ME Mimi M ME ■■■■■■■■■■i r■■E■■■■■■■■■ME■E■E Title Blpck Line 1 You can change this area using the "Settings' menu item and then using the 'Printing & Tite Block' selection. Titre: l)DC4Ua- cv4rt-xL Project Desc Job # Pdrded:19 NOV 2012 4:17Pd1 0mmvft)S* R= DaaFdesWdeie ec6 INC. 19"11. Bull WAZ3.14. Ver.6.1.10.0 pesCliption : STEEL COLUMN Mmdmum Axial + Bending General Information Maximum Shear Ratios Calculations perAtSC 36M ASCE 7.05 Steel Section Name: MC8x8.5 Stns Ratio Overall Column Height 8.0 ft Analysis Method: Allowable Stress Top & Bottom FDdty Top & Bottom Pinned Steel Stress Grade +D Fy : Steel Yield 46.0 ksi Brace condition for deflation (buckling) along columns: E: Elasft Bending Modulus 29,000.0 ksi X X (width) axis : Fully braced against buckling along X -X Axis Load Combination: 2006 IBC & ASCE 7-05 Y -Y (depth) axis :Fully braced against buckling along Y -Y Axis Applied Loads +D+L+H Service loads entered. Load Factors will be applied for calculations. PASS 0.00 ft AXIAL LOADS -. PASS 0.00 ft DL: Axial Load at 8.0 ft, Yecc = 11.000 in, D = 2.40, LR = 0.740 k DL: 0.690 Axial Load at 8.0 ft, D = 28.0, L = 6.0 k 0.00 ft BENDING LOADS . . PASS a0():4..:. WIND: Lat. Uniform Load creating Mx -x, W = 0.330 kilt 0.786 PASTS DESIGN SUMMARY 0.009 f ending & Shear Check Results '�••:� +D+0.750L+0.750S+H PASS Maas Axial+Bending Stress Ratio = 0,81166 :1 Maximum SERVICE Load Reactions- eactions..toad LoadComtiriation +p+ L+H Top along X X 0.0 k Location of max.above base 0.0 ft Bottom along X -X 0.0 k At mwdinum locdo i values are... 0.00 ft Top along YY 1.549 k Pa: Axial 36.40 k Bottom along Y Y 1.320 k Pn / Omega: Allowable -45.129 k PASS Ma -x: Appl�d .0 0.0 k -ft Maximum SERVICE LoadDeRec1ions ... Mn -x / Omega: Allowable 15.9 k -ft Along Y Y 0.04550 in at 4.02 7 ft above base 0.773 PASS for load combination : W Only Ma -y: Applied 0.0 k4t PASTS... 8.00. Mn -y / Omega: Alwable 1.583 k -ft Along X X 0.0 in at O.O ft above base PASS 0.00 ft for ked combiriation : PASS Maximum Shear Stress Ratio 3 17 :1 ••;". Load Combinatim +D+W+H PASS Location of n above base 8.0 ft 0.007 At maximum location values am... • • • • • +0.60D+W+H Va : Appilled 1.495 k 0.00 ft Vn ! Omega: Allowable 23.667 k PA•�•••8.00 W•••• Load Combination Results Maximum Reactions - Unfactored Mmdmum Axial + Bending Suess Ratios Maximum Shear Ratios Load Combination Stns Ratio Status Location Stress Ratio Status Location +D 0.674 PASS 0.00 ft 0.007 PASS 0.00 ft +D+L+H 0.807 PASS 0.00 ft 0.007 PASS 0.00 ft +D+Lr+H 0.690 PASS 0.00 ft 0.010 PASS a0():4..:. +D+0.750Lr+0.750L+H 0.786 PASTS 0.00 ft 0.009 P"V"S . 0.00•ft '�••:� +D+0.750L+0.750S+H 0.773 PASS 0.00 ft 0.007 PNS• :O.00"%":• •. +D+W+H 0.674 PASS 0.00 ft 0.063 PA69" 8.00aft •••••• +D+0.750Lr+0,750L+0.750W+H 0.786 PASS 0.00 ft 0.051 PAI": • •..8.00 ft • •••••� +D+0.750L+0.750S+0.750W+H 0.773 PASS 0.00 ft 0.049 PASTS... 8.00. • +D+0.750Lr+0.750L+0.5250E+H 0.786 PASS 0.00 ft 0.009 PA8� ..• 0.00 3t �••• ••;". +D+0.750L+0.750S+0.5250E+H 0.773 PASS 0.00 ft 0.007 PAP: • •: 0.00 ft• • • • • • • • • +0.60D+W+H 0.404 PASS 0.00 ft 0.060 PA•�•••8.00 W•••• •••'•• Maximum Reactions - Unfactored • Note: Qrblyowtaero reactions are listed. X -X Axis Rin Y -Y Axis Reaction • • AxW Rip• • • Load Combination n BM @ Top @ Base @ Top • . @ Mse : • • • • • D Only k 0.175 0.175 k • • • 31YXU• L Only k k 6.%0 tP Lr Only k 0.054 0.054 k 0.740 It L+Lr k 0.054 0.054 k 6.740 k W Only It 4.320 1.320 k It D+Lr k 0.229 0.229 k 31.140 k Yc9 = 0.000 in Load t`?" tJP`s X -X Axis Reaction Y Y Axis Reaction Axial Reaction Load Combination @ Base @ TOP @ Base @ TOP @ Base D+L • e• 0 0000•0464 0 k 0.175 0.175 k 36.400 k D+L+Lr 440 • 0 • ••• •0gas: e k 0.229 0.229 k 37.140 k D+W op, k -1.145 1.495 k 30.400 k D+L+W • x000• 0000•• k -1.145 1.495 k 36.400 k D+Lr+W k 4.091 1.549 k 31.140 k Maximum Deflections for Load Combinations e Unfactored Loads •0000• .- ��✓ Load Combination Max. X X Deflection Distance Max. Y Y Detection Distance D Only 0 •• 0.0000 in 0.000 it -0.015 In 4.671 ft L Only 0.0000 in 0.000 ft 0.000 in 0.000 ft Lr Oniy 0.0000 in 0.000 ft -0.005 in 4.671 ft L+Lr 0.0000 in 0.000 ft -0.005 in 4.671 it W Only 0.0000 In 0.000 ft 0.045 in 4.027 It D+Lr 0.0000 in 0.000 it -0.019 in 4.671 it D+L OM in 0.000 ft -0.015 in 4.671 ft D+L+Lr 0.0000 in 0.000 ft -0.019 in 4.671 It D+W 0.0000 in 0.000 It 0.031 in 3.812 ft D+L+W 0.0000 in 0.000 ft 0.031 in 3.812 ft D+Lr+W 0.0000 in 0.000 ft 0.027 in 3.705 It Steel Section Properties : NiCUM Depth = 8.000 in I xx = 23 30 W4 J = 0.059 bm Web Thick = 0.179 in S xx = 5.82 W3 Flange Wklth = 1.870 in R xx - 1.x50 in MangeThIck = 0,311 in Area = 2.500 W2 I yy = 06-224 inA4 Weight = 8.500 Pif S yy = 0.131 W3 R yy = 0.500 In Yc9 = 0.000 in Load t`?" tJP`s Loads •000.0 *saa0• -• 0 0 • • e• 0 0000•0464 0 0 ••000• o m.4 • 440 • 0 • ••• •0gas: e M •• • • • • aeee• op, Of • •0• 0000 0.000 • x000• 0000•• • •00 • • • 0 assess •0000• .- ��✓ Loads are total entered value. Arrows*ticr a • • •e refleA absolute oact}l�n. a e 0 •• "j , aV 2 b Laid insight design MEMORANDUM TO: CITY OF MIAMI SHORES VILLAGE ATTENTION: BUILDING REVIEWER PROJECT: DOCTORS CHARTER SCHOOL - PERMIT NUMBER (12-1213) REFERENCE: RESPONSE TO COMMENTS 11/07/12 FROM: ALEJANDRO BONET DATE: NOV. 13, 2012 COPIES: ARCH., FILE PAGE 10F 1 ...... MESSAGE In response to your review of the project referenced above, we offer the following comments and responses (the numbers correspond to the numbers on the critique sheet): BUILDING: 1. Structural responses are attached. 2. The existing space is a storage space. The occupant load for the room is 29.6 occupants (as shown on sheet G-1). Please see sheet G-1 for revision #3 under Building Classification. Existing building occupancy calculations were derived from the existing Spillis Candella drawings. insight design 2930 NE 2' Court • Miami, Florida 33137 305 545 4964 • www.insiahtdesian.us • Fax 305 545 4965 AR 92162 9 AA 0003130.10 0003964 ...... . ...... sees .. . . • .... . .. ..... 0e 00 0000 099900 909:6• 0 • . • . . . . ...... 0.0000 e • . e .0690. e 00 A l.5_oi sl� ' llis Candela �d I RE QuIs Fay THS Dl INT � y 11TTH ti 1,1 -Oi THE I �WCES k RAS ; 1DM .. 0 THE SITE :FULLY AC=IBLE. -.RESCUE ASSISTAN CE ARE RRt}ilD AS ,i yy u RMIN— r a �klk a 0 v i vI ,+ tr t3� r g & -+ � 2 ��1��ASFy,^�$� k X90 ST MR)s f1m pi i 1, i�"TP51tNFWF IL Ps F h' y' `t`ra � alt Kj�'p+�,p3as 4 h a Wyi �f�s�,�-� a 4. k r 130-l" � �+z I a �oN�_ •'. '�. 1,5014 Immom l �@� y ;t�r�';?r�'��"� x� �"". r"`��i "'*��a :>' w"�,�.' v''� Y;'.^iil"s t � � il.��u• �"> �::� „ 'h( r, : �� IH � :?..v rr�+Yi�"� tti , �:. a, , �� _ zy� R 5r�� ._r s`�•`� Miw z y dew Z*.x rx `� ' mFfi t- {].„}1 a 3['�i y 1 k/ :: s {� )r. s ;� 5 ,. , r. .- ✓,F �� i_:c m'Ev4!xN �1 insight design MEMORANDUM TO: CITY OF MIAMI SHORES VILLAGE ATTENTION: STRUCTURAL REVIEWER PROJECT: DOCTORS CHARTER SCHOOL - PERMIT NUMBER (12-1213) REFERENCE: RESPONSE TO COMMENTS 11/07/12 FROM: ALEJANDRO BONET DATE: NOV. 19, 2012 COPIES: ARCH., FILE PAGE 1 OF 1 MESSAGE In response to your review of the project referenced above, we offer the following comments and responses (the numbers correspond to the numbers on the critique sheet): STRUCTURAL: 1. See Structural Calculations dated August 19, 2012, page 5. We are showing the contribution of the tile up wall supporting the loads for the revisions of the new opening in the existing wall. 2. See Structural Calculations dated August 19, 2012, pages 6, 7. We are providing the calculation of the steel member reinforcing the new lintel. Also, see additional calculations dated November 19, 2012. We are providing the steel member for the jambs in the proposed opening. Please see Section 1 and 2 on sheet S-1. 3. See drawings on sheet S-1, floor plan and section. We are specifying, "Do not cut opening until all connections and reinforcing to existing structure are in place." insight desicn 2930 NE 2" Court 9 Miami, Florida 33137 305 545 4964 9 www.insightdesign.us 9 Fax 305 545 4965 AR 92162 9 AA 0003130 9 10 0003964 .009.0 0000.. 0000.. 0000.. . 0000.. 0000.. 0000.. 0000 .. 9 . 0000 . 0000.. 0000 0000. 0000 0000 0000.. 0000.. . . . . .99.99 0000.. .. 0000.. 09 insight deign ADDITIONAL STRUCTURAL CALCULATIONS FOR DOCTORS CHARTER SCHOOL 1130-4 NW ST" AVE. MIAMI SHORES, FL. 33168 NOVEMBER 19, 2012 0000.. 0000.. 0000 0000.. 0 00 as 0000.. 0 . it design, i. 2930 Northeast 2 nd Court • Miami, Roride 33137 305 545-4964 • v_wuw.insightdesign.us t Fax 305 545 4965 .000.0 0000.. 0000.. • 0000.. 0000.. 0000 0000. 0000 0000.. 0000.. 0000.. 0000.. JOB l) OC kVs t *-IUB SHEET NO A5OF CALCULATED BY a222 DATE /(VV '-/ 2 - CHECKED BY nATF ■■■■■■■E■■■■■■■■■■■■■■■MMMMMM■■ ' ■■■tammmEMMM■■MMMM■■■■MMMMMMMMM ■■■MMMM■M■MMM■■■■■■■■■■■■■■■■■■■ ■■■■■■©Cmu■ ■■EEM■EINE■mmmom■■■■M■■■■■■■■■■■ mmam 1m■mEMQEmm■as SMEMMMEEMM==M==Mmmmmm�M=M■MMMMMMM■■■ ■■�■MM■m�m!MM■l!■■■■■■■■■MINE ■EI■MM■m !■■EMEMIE■■■I■■■EEEMEl1l ■� l■■■E1��!■■o■■■ ommmMI ■■■M■MMMMWMMm AM ■� i■■■MI1a irr■■®■t�■Wild■■■■■■■■�!■■ ■Il■MM■EMMUMERNIMMM■l ■M■■&MINM ■MIN!■ ■lI■■■■I� ■B!■■■■f'��mmmmM..mumEM■I I■MMM■t i�llo■■■I■■■■lM ■■■ENEMME■MEN Atli ■i■MEr■■��IMMEM�ii��■r.■M■■MMME■■MM ■■MMEM■RNMEM"Em OMEN MMEN ■E■■MESIMMEM ME MEMMMMEMM■MM ■■■EMEMEM■MMI■EIMM ■■■■■■■■Mans ESE MEMMMEM■MEEM ■■■■■■■■■■mmmE'Mi M■EEM mom MM ■■■■■■■■■aroommood ■MEMEINEE■■!■EE ■■E■■■■■■1■■m■EE■■■■■tMEW TIM ■■■■■■■■oo■■E■ a IME EPA N ■■■Emmolialli�\ o■mIllom ■■ if r ll®!i ■MI! ■■EM■MEl�EIAli�E■[s■■M■Elr ldlim, fi■MMEE ■■■■■■■■ EMl��I IJ � f�■EIDE■■ a ` !!�O 0■■■■1��lI■!I�■■■■■■■ ■EIS4I■ I/■■■■MEM ■■■M■ME■■M■�E■■EE■■■■■■■■■■EEE r e Block Line 1 Yahaah change this area using the "Settings" menu item and then using the "Printing & Title Block' selection. Title: )X -4D d Engineer: (---yy) Project Desc.: . ft. Job # PMW:19 NOV 2912 4:17PM bazwtst9EI2CALC Dift F W*detaecB INC.19lt32011, BaNd:6.123.t4, Ver:&t.10A Description : STEEL COLUMN Mmdmum Axial +Bending SUm Ratios General Information Maximum Calculations per AtSC 3800, ASCE 7-05 SW Section Name: MCM.5 Load Combination Overall Column Height 8.0 ft Analysis Method: Allowable Stress Location Top & Boftom P'Ddty Top & Bottom Pinned Steel Stress Grade Status Location Fy : Steel Yield 46.0 ksi Brace condition for deflection (buckling) along columns: E: EfaskBending Modulus 29,000.0 ksi X X (width) axis : Fully braced against buckling along X X Axis Load Combination : 2006 IBC & ASCE 7-05 Y Y (depth) axis :Fully braced against buckling along Y Y Axis Applied Loads Service loads entered. Load Factors will be applied for calculations. 0.807 PASS 0.00 ft AXIAL LOADS ... 0.007 PASS 0.00V•••' DL: Axial Load at 8.0 It, Yecc = 11.000 in, D = 2.40, LR = 0,740 k +D+Lr+H Axial Load at 8.0 ft, D = 28.0, L = 6.0 k PASS 0.00 ft BENDING LOADS ... 0.010 PAIS . • 0.00 Jt WIND: Lat. Uniform Load creating Mx -x, W = 0.330 k/ft +D+0.750Lr+0.750L+H 0.786 DES/GN SUMMARY 0.00 ft Ejending & Shear Check Results PAS"0.00 ft••... ��••;. PASS Max. Axial+Bending Stress Ratio = 0.99,36 :1 Maxim mi SERVICE Load Reactions.. Load Combination +D+L+H Top along X X 0.0 k Laxation of nex above base 0.0 ft Bottom along X X 0.0 k At rraudnu m location values are... PASS Top along Y -Y 1.549 k Pa : Axial 36.40 k Bottom along Y Y 1.320 k Pn /+Omega : Arable -45.129 k 0.786 Maas : Applied 0.0 k ft �tmum SERVICE Load Deflections .. . Ma -x/ Omega: AtiowaWe 15.953 k -ft Along Y Y 0.04550 in at 4.027ft above base +D+0.750L+0.750S+0.750W+H 0.773 for load combination : W Only Ki -y: Applied 0.0 k-0 0.049 Mny/Omega: Allow" 1.583 k -ft Along X -X 0.0 in at 0 -Oft abovebase 0.786 PASS for load combination: PASS Maximum Shear Stress Ratio = 0.0 . •3 :' :1 PASS;": 0.00 41 � � � • Load Combination +D+W+H 0.773 Location of nmabove base 8.0 ft At maximum krcaflw values are... PAS "S " 0.00 ft' • • Va : Applied 1.495 k PASS Vn I Omega: All axabla 23.667 k 0.060 Load Combination Results • Maximum Reactions - Unfactored Mmdmum Axial +Bending SUm Ratios Maximum Shear Rados Load Combination Stress Ratio Status Location Stress Ratio Status Location +D 0.674 PASS 0.00 ft 0.007 PASS 0.00 Jt • +D+L+H 0.807 PASS 0.00 ft 0.007 PASS 0.00V•••' +D+Lr+H 0.690 PASS 0.00 ft 0.010 PAIS . • 0.00 Jt ' +D+0.750Lr+0.750L+H 0.786 PASS 0.00 ft 0.009 PAS"0.00 ft••... ��••;. +D+0.750L+0.750S+H 0.773 PASS 0.00 ft 0.007 PAW:** 0.00 ft +D+W+H 0.674 PASS 0.00 ft 0.063 PAS"t" 8.00 ft • '•"'• +D+0.750Lr+0,750L+0.750W+H 0.786 PASS 0.00 ft 0.051 PADS"•• 8.00 • `• +D+0.750L+0.750S+0.750W+H 0.773 PASS 0.00 ft 0.049 PASS"' 8.00 • +D+0.750Lr+0.75OL-,,0.5250E+H 0.786 PASS 0.00 ft 0.009 PASS;": 0.00 41 � � � • � � • • � +D+0,750L+0.750S+0.5250E+H 0.773 PASS 0.00 ft 0.007 PAS "S " 0.00 ft' • • +0.60D+W+H 0.404 PASS 0.00 ft 0.060 PAyJ3•;'; 8.00 ft • Maximum Reactions - Unfactored Note: Only ngn-zero iibtts"are listed. • X -X Axts Reaction Y -Y Axis Reaction • : Axial RgWbh. - ; "�� • Load Combination @ Base @ Top @ Base @ Top • • @"t• • 0 Orgy k 0.175 0.175 k 30:400 k L Only k k SM k Lr Only It 0.054 0.054 k 0.740 k L+Lr k 0.054 0.054 k 6.740 k W only k -1.320 1.320 k k D+Lr It 0.229 0.229 k 31.140 k Title BkxcC Line 1 rifle: bo ibc400f& Ydcan change this ama Engineer: 0 -fn _ using the °Seitillgs° menu item Project Desc.: and then using the 'Printing & X -X Axis React Title Block° selection. Axial Reacbm Steel Column F. DeSdiption : STEEL COLUMN Job # PrinW:19 NOV 2012 4:17PM mntslENERCALC Bib FbSWrktucS 1983-2011, Buft6.12.3:14, Yee6.1.10.0 Maximum Reactions - Unfactored Load 1 M: -1k Loads Note: Only non -zero reactions are listed. X -X Axis React Y -Y Axis Readian Axial Reacbm Load Combination 0000•0 @ Bwe @ TOP @ Base @ Top @ Base D+L k 0.175 0.175 k 36.400 k D+L+Lr k 0.229 0.229 k 37.140 k D+W It 4.145 1.495 k 30.400 k D+L+W ••• • • k 4.145 1.495 It 36.400 k D+Lr+W k -1.091 1.549 It 31.140 k Maximum Deflections for Load Combinations - Unfactored Loads • Load COMMnaft Nix. X -X Detlecdon DislWnce Max. Y Y Oetlecion DWnce • D Only 0.0000 in Ono ft -0.015 in 4.671 It 11 -Only • • 0.0000 in 0.000 It 0.000 in 0.000 It Lr Ony 0.0000 in 0.000 ft -0.005 in 4.671 it 0000•• L+Lr 0.0000 In 0.000 it -0.005 in 4.671 ft W Only 0.0000 In 0.000 ft 0.045 in 4.027 it D+Lr 0.0000 in 0.000 It -0.019 in 4.671 It y� D+L do not OZOO In 0.000 ft -0.015 in 4.671 It D+L+Lr 0.0000 In 0.000 ft -0.019 in 4.671 it D+W 0.0000 kt 0.000 ft 0.031 in 3.812 it D+L+W 0.0000 In 0.000 ft 0.031 in 3.812 it D+Lr+W 0.0000 in 0.000 it 0.027 in 3.705 It Steel Section Properties : MC8x8.5 Depth = 8.000 in I XX = 23 30 in"4 J = 0.059 W4 Web Thick - 0.179 in S Xx = 5.82 W3 Flange Wdlit = 1.870 in R xx = 3.050 in Flange Thick = 0.311 in Area = 2.500 W2 I yy = 0.624 irN Weight = 8.500 p0 S yy = 0.43 1 in"3 R yy = 0.500 in Yog = 0.000 in Load 1 M: -1k Loads _. f_ 0000•0 • • 0000•• 60 • • • • 00.0•0 • • ••• • 000090 • • ••• • • •••••• • ••0 • 0••0 00000 eppp• • • •0• 0000 000•• .. • •• 0000 0000:0 00000 • • • • • 000900 0000•• • • 0000•• • •• y� Loads are total entered value. Arrows do not reflect absolute direction. Viviana Cubillos From: ana maria jibaja rivas <anamariajirii @hotmail.com> Sent: Tuesday, November 13, 2012 10:26 AM To: Viviana Cubillos Subject: Re: DOCTOR'S CHARTER - Engineer's info -The structural engineer's contaet informations Ana-Mariaf onza erz i —= Anam 2 oQ corn 786853 t1)4 Sorryyy ! ! se me olvido hacer copy paste .... gracias! ! ! Mfo*9110 0 Ana Maria Jibaja 7867185524 On Nov 13, 2012, at 10:25 AM, "Viviana Cubillos" Ana Maria, Could Where is the info? Can you get it for me please? loThanks! From: ana maria jibaja rivas rmailto:anamaria jIli5hoMall. Sent: Tuesday, November 13, 2012 10:01 AM To: Viviana Cubillos Obte: I&J Subject: RE: DOCTOR S CHARTER - Engineer IV, � C Viviana goal morning, I As per our conversation this past friday. There are no appointments available ith your review r WY000 t you offered that your reviewer can contact the proJt' ALF Here is the info of the structural engineer of the proji ct. If it possible please let me know more or less wh imeyourre wer will being. Thank you very much for your help. �; From: cubillosvc&miamishoresvillage.com To: ANAMARIA jirii@hotmail.com m I I A,� -?:'� '0-, LrK.:% QML IV insight design MEMORANDUM TO: CITY OF MIAMI SHORES VILLAGE BUILDING DEPARTMENT ATTENTION: PLANS REVIEWER PROJECT: DOCTORS CHARTER SCHOOL - PERMIT NUMBER (12-1213) REFERENCE: RESPONSE TO COMMENTS 08/01/2012 FROM: ALEJANDRO BONET DATE: AUG 24, 2012 COPIES: ARCH., FILE PAGE 1 OF 1 MESSAGE In response to your review of the project referenced above, we offer the following comments and responses (the numbers correspond to the numbers on the critique sheet): PLUMBING: 1. See sheet G-1, revision #1 for Plumbing corrections. STRUCTURAL: 1. See calculation dated August 19, 2012. We are providing the revisions of the opening in existing wall. BUILDING: 5. See sheet G-1, revision #1 for Plumbing revisions. See sheet S-1, revision #1 for structural 6. 7. 8. 9. revisions. We are meeting Florida Building Code 2010. See G-1, Building Classification See sheet A-2, revision #1. N.O.A. number has been revised to h mitted N.O.A. See attached signed N.O.A.s See revised S-1, we change the design criteria toego II, we dified the wind loads. Also see attached calculations. 10. The existing space is currently being used as 11. See attached calculations dated Aug 15, we the altering the structural component. insightesion 2930 NE 2' Court • Miami, Florida 33137 305 545 4964 • www.insiahtdesian.us • Fax 305 545 4965 AR 92162 9 AA 0003130 • ID 0003964 and calculations for insight design STRUCTURAL CALCULATIONS FOR DOCTORS CHARTER SCHOOL 11301 NW 5T" AVE. MIAMI SHORES, FL. 33168 AUGUST 19, 2012 2930 Northeast 2 nd Court • WiamL Florida 33137 305 545 4864 • wwnrw.insightdesig_n.us • Fax 305 545 4965 AR 92162. AA 0003130. ID 0003964 WIND LOAD DESIGN (ASCE 7-10) Rf slope 7 < sl <= 27 COMPONENTS AND CLADDING @ HORIZONTAL SURFACE PROJECT: --DOCTOR CHARTER SCHOOL Lenght of overhang: 1 Zone s:10% min. width, 0.4 h (not less a:= 3 than 4°A min width or 3 feet: Height, ft: h:= 33 Gust effect factor: (rigid or flexible structure) Gust := .85 Values for Terrain exposure constants a and zg: Exposure B Exposure C Exposure D Value a =7 Value a =9.5 Value a =11.5 Value zg=1200 Value zg=900 Value zg--700 Terrain exposure a:= 9.5 constants a and zg: zg =900 Topographic factor. Kzt := 1 Wind directionality factor: Kd := .85 Load combination coeff (LRFD 1.0 ASD 0.6) cf := 0.6 Wind Speed, mph: Vj 185 .M. Dead load opposing uplift p:= 10 forces, lbs (max 10 lbs) Coeff for Wind on Walls and := 1.0 and = 0.9 If roof angle <=10 and = 1.0 If roof angle > 10 Internal Pressure Coefficient GCpi := .18 for Buildings GCpI Open Buildings +-.00 Part Enclosed Buildings + -.65 Enclosed Buildings +-.18 2 Kz:= 2.01 (h) Z9 Kz =1.002 qz:= 0.00256•Kz•Kzt-Kd•V2 qz = 74.635 f COMPONENT AND CLADDING A VERTICAL SURFACES h = 33 qz = 74.635 AREA 10 SOFT Kd = 0.85 p10w45 := cf.gz•(1•md + GCpi) p10w4 := cf•gz•(-1.1•md - GCpi) p10w5 := cf•gz•(-1.4•md - GCpi) p10w45 = 52.841 p10w4 = -57.319 plOw5 = -70.754 AREA 20 SOFT p24w45 .= cf•gz•(.94•md + GCpi) p20w45 = 50.154 AREA 30 SOFT p30w45 := cf•gz•(.91•md + GCpi) p30w45 = 48.811 AREA 50 SOFT p50w45 := cf•gz•(.87•md + GCpi) p50w45 = 47.02 p20w4 := cf•gz•(-1.05•md - GCpi) p20w5 .= cf•gz•(-13•md - GCpi) p20w4 = -55.08 p20w5 = -66.275 p30w4 := cf•gz•(-1.02•md - GCpi) p34w5 := cf•gz•(-1.24•md - GCpi) p30w4 = -53.737 p30w5 = -63.589 p58w4 := cf•gz•(-.97•md - GCpi) p50w5 := cf•gz•(-1.16•md - GCpi) p50w4 = -51.498 p50w5 = -60.006 AREA 100 SQ.FT p100w45 := cf•gz•(.82•md + GCpi) p100w4 := cf•gz•(-.92•md - GCpi) p100w5 := cf•gz•(-1.05•md - GCpi) p100w45 = 44.781 p100w4 = -49.259 p100w5 = -55.08 AREA 150 SQ.FT p150w45 := cf•gz•(.8•md + GCpi) p150w45 = 43.885 AREA 200 SQ.FT p200w45 .= cf•gz•(.76•md + GCpi) p200w45 = 42.094 AREA 500 SQ.FT p500w45 := cf•gz•(.7•md + GCpi) pl50w4 = cf•gz (-.9•md - GCpi) p150w5 := cf•gz•(-1.0•md - GCpi) pl50w4 = -48.363 p150w5 = -52.841 p200w4 := cf•gz•(-.86•md - GCpi) p200w5 := cf•gz•(-.94•md - GCpi) p204w4 = -46.572 p200w5 = -50.154 p500w4 := cf•gz•(-.8•md - GCpi) p500w5 := cf•gz•(-.8•md - GCpi) p500w45 = 39.407 p500w4 = -43.885 p500w5 = -43.885 WIND LOAD DESIGN (ASCE 7-10) Rf slope 7 < sl <= 27 COMPONENTS AND CLADDING @ HORIZONTAL SURFACE PROJECT: —DOCTOR CHARTER SCHOOL Lenght of a:= 9.5 overhang: L = 1 Zone a:10% min. width, 0.4 h (not less a := 3 than 4°A min width or 3 feed Kzt := 1 Height, ft: h:= 33 Gust effect factor. (rigid or flexible structure) Gust := .85 Values for Terrain exposure constants a and zg: Exposure B Exposure C Exposure D Value a =7 Value a =9.5 Value a =11.5 Value zg-- 1200 Value zg=900 Value zg=700 Terrain exposure a:= 9.5 constants a and zg: zg := 900 Topographic factor: Kzt := 1 Wind directionallty factor: Kd = 1 Load combination coeff (LRFD 1.0 ASD 0.5) = 0.6 Wind Speed, mph: V := 185 Dead load opposing uplift p:= 10 forces, The (max 10 lbs) Coeff for Wind on Walls and := 1.0 and = 0.9 if roof angle <=10 and =1.0 if roof angle > 10 Internal Pressure Coefficient GCpi := .18 for Buildings GCpi Open Buildings +-.00 Part Enclosed Buildings + -.55 Enclosed Buildings +-.18 2 Kz:=2.01(hl) a ``Z Kz =1.002 qz:= 0.00256•Kz•Kzt•Kd•V2 qz = 87.805 COMPONENT AND CLADDING [A VERTICAL SURFACES h = 33 qz = 87.805 AREA 10 S%FT Kd -1 p10w45 :- cf•gz•(1•md + GCpi) p10w4 := cf•gz•(-1.1•md - GCpi) p10w5 := cf.gz•(-1.4•md - GCpi) p10w45 = 62.166 p10w4 = -67.434 p10w5 = -83.239 AREA 20 SQ.FT p20w45 := cf•gz•(.94md + GCpi) p20w4 := cf-gz•(-1.05•md - GCpi) p20w5 := cf•gz (-1.3•md - GCpi) p20w45 = 59.005 p20w4 = -64.8 p20w5 = -77.971 AREA 30 SOFT p30w45 := cf•gz•(.91•md + GCpi) p30w4 := cf•gz•(-1.02•md - GCpi) p30w5 := cf•gz•(-1.24•md - GCpi) p30w45 = 57.425 p30w4 = -63.22 p30w5 = -74.81 AREA 50 SQ.FT p50w45 := cf•gz•(.87•md + GCpi) p50w4 cf•gz•(-.97•md - GCpi) p50w5 := cf•gz•(-1.16•md - GCpi) p50w45 = 55.317 p50w4 = -60.586 p50w5 = -70.595 AREA 100 SQ.FT p100w45 := cf•gz•(.82•md + GCpi) p100w4 := cf•gz•(-.92•md - GCpi) p100w5 := cf•gz•(-1.05•md - GCpi) p100w45 = 52.683 p100w4 = -57.952 p100w5 = -64.8 AREA 150 SQ.FT pl50w45 := cf•gz•(.8•md + GCpi) pl50w4 := cf•gz•(-.9•md - GCpi) pl50w5 := cf•gz•(-1.0•md - GCpi) p154w45 = 51.63 p150w4 = -56.898 pl50w5 = -62.166 AREA 200 SQ.FT p200w45 := cf.gv(.76•md + GCpi) p200w4 := cf•gz•(-.86•md - GCpi) p200w5 := cf•gz (-.94•md - GCpi) p200w45 = 49.522 p200w4 = -54.791 p200w5 = -59.005 AREA 500 SQ.FT p500w45 := cf•gz (.7•md + GCpi) p500w4 := cf•gz•(-.8•md - GCpi) p500w5 := cf-cp(-.8•md - GCpi) p500w45 = 46.361 p500w4 = -51.63 p500w5 = -51.63 i (2*Mt Melv .' 6P . -S`-4 FAri bo: Dc f) QALC: Re -v : A6: .Q X012 int f7fE L=` ST14L6 -HLT - L,d-P , t� ► ` P�� Via. C' OL 'A cffz 4) i nC) +'�' -f-F44,-0„ Tlb Block Llne 1 You can'change this area using the'3ettiW menu item and then using the'Pdndng & Title Block! selection. DeS#ft: STEEL CHANNEL TO REINFORCEMENT OPENING 54 Material Properties Analysis Method: Allowable Stress Design Beam Bracing: Completely Unbraced Bending Axis: Major Axis Bending Span = 8.0 ft Fy : Steel Yield: 46.0 ksi E: Modulus: 29,000.0 ksi MC1241 Applied Loads Service roads entered. Load Factors will be applied for calculations. Uniform Load: D = 7.0, L = 1.50 k1ft, Tributary Width =1.0 ft DESIGN SUMMARY Max Stress Ratios M ° 9 2-ffs Maximum Bending Stress Ratio = 0.767: 1 Maximum Shear Stress Ratio = 0.463 :1 Section used for this span MC 12x31 Section used for this span MC 12x39 Mu: Applied - 68.000 k ft Vu: Applied 34.0 It Mn / Omega: Allowable 88.621 k ft Vn/Omega : Allowable 73.380 k Load CorrUnation +D+L+H Load Combination +D+L+H Location of maximum on span 4.000ft Loon of maximum on span 0.000 ft Span # where maodmum occurs Span # 1. Span # where maximum occurs Span #11 Maximum Deflection 148.00 88.62 1.14 1.00 Max Downward L+Lr+S Deflection 0.024 In Ratio = 40:36 +D+L-tH Max Upward L+Lr+S Deflection 0.000 In Ratio = 0 <240 Max Downward Total Deflection 0.135 In Imo = 712 Max Upward Total Deflection 0.000 In Ratio = 0 <240 0.767 Maximum Forces & Stresses for Load Combinations Load CaTbriallon Max Stress Ratios Sumrrery of Moment Values Sumrrmry of Swum Segment Leno Span # M V Mnmx + Mrrmx - Ma - Max Mnx NMndO►rmga Cb Rm Va Max Vm Vn J0rnW +D Dsgn. L = 8.00 ft 1 0.632 0.382 56.00 56.00 148.00 88.62 1.14 1.00 28.00 122.54 73.38 +D+L-tH Dsgn. L = 8.00 ft 1 0.767 0.463 68.00 68.00 148.00 88.62 1.14 1.00 34.00 12254 73.8 40+0.750Lr4M750L+H Dsgn. L - 8.00 It 1 0.733 0.443 65.00 65.00 148.00 88.62 1.14 1.00 32.50 12254 73.38 4D+0.754L40.750S+H Dsgrr. L = 8.00 It 1 0.733 0.443 65.00 65.00 148.00 88.62 1.14 1.00 3250 12254 73.38 4D+0.750Lr+0.750L40.750W+H Dsgn. L = 8.00 It 1 0.733 0.443 65.00 65.00 148.00 88.62 1.14 1.00 32.50 12254 73.38 4lX.750L+0.750S+0.750W+H Dsgn. L = 8.00 It 1 0.733 0.443 65.00 65.00 148.00 88.62 1.14 1.00 32.50 122.54 73.38 4D+0.750Lr40.750L40.5250E+H DWL L = 8.00 It 1 0.733 0.443 65.00 65.00 148.00 88.62 1.14 1.00 3.1.50 12254 73.38 4D+0.750L+0.750S+0.5250E+H Dsgn. L - 8.00 ft 1 0.733 0.443 65.00 65.00 148.00 88.62 1.14 1.00 32.50 12254 73.38 Overall Maximum Deflections - Unfactored Loads Load Conblinadon Span Max. "-" Dell Locator in Span Load Corrin Maxx'+? Deft Location 0r Span 1 0.0000 0.000 0.0000 0.0W V[calRe..actlAns-UrtfaCtored Support notaor:Far left is#1 Velums In KPS Load Cmftolbn Support 1 Support 2 Ov"MA)Grnum X= .000 D Only 28.000 28.000 L only 6= 6m D+1- 34.000 34.000 J0� ' DCSAO i I0 X 0 18 x 5.5 in Code: ACI 318-08 Units: English Run axis: About X-axis Run option: Investigation Slenderness: Not considered Column type: Architectural Bars: ASTM A615 Date: 08/23/12 Time: 12:06:15 P (kip) 14 nf% spColumn v4.80.. °�. _� ...... File: C:\Users\rescalona\Documents\School A.col Project: Column: fc = 4 ksi fy = 60 ksi Ec = 3605 ksi Es = 29000 ksi fc = 3.4 ksi e u = 0.003 in/in Beta 1 = 0.85 Confinement: Tied phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.65 -w Engineer: Ag = 99 in^2 As = 0.62 in A2 Xo = 0.00 in Yo = 0.00 in Min clear spacing = 8.37 in 2 #5 bars rho = 0.63% Ix = 249.563 in"4 ly = 2673 in^4 Clear cover = 2.44 in 5fy STRttr'TUREPOINT - spColumn v4.80 (TM) 000000 00 00 00000 000000 00 00 0 00 00 00 00 00 00 00 00000 00 00 00 00 000000 00 0 00 00 00 00 00000 00 000000 00 0 0 0000000000 00 00000 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 0 00000 000 00 00 0 0000000000 0 00000 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00000 0 00 00 00 00 00 (TM) Page 1 08/23/12 12:04 PM spColumn v4.80 (TM) Computer program for the Strength Design of Reinforced Concrete Sections Copyright 0 1988-2011, STRUCTUREPOINT, LLC. All rights reserved aaaaaaaaaaaaaaaaavaavaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa_aaaaaaaaaaaaaaaaaaaa_aaaaaaaaaaaaaaaaaaaa Licensee stated above acknowledges that STRUCTUREPOINT (SP) is not and cannot be responsible for either the accuracy or adequacy of the material supplied as input for processing by the spColumn computer program. Furthermore, STRUCTUREPOINT neither makes any warranty expressed nor implied with respect to the correctness of the output prepared by the spColumn program. Although STRUCTUREPOINT has endeavored to produce spColumn error free the program is not and cannot be certified infallible. The final and only responsibility for analysis, design and engineering documents is the licensee's. Accordingly, STRUCTUREPOINT disclaims all responsibility in contract, negligence or other tort for any analysis, design or engineering documents prepared in connection with the use of the spColumn program. STRUCTUREPOINT - spColumn v4.80 (TM) C:\Users\rescalona\Documents\School A.col General Information: =a========aaaa a== File Name: C:\Users\rescalona\Documents\School A.col Project: �t �, Cnlumn: `�� Engineer: Code: ACI 318-08 Units: English Run Option: Investigation Run Axis: X-axis Material Properties: aaa=aaa=a==a==a===aa f'c = 4 ksi Ec = 3605 ksi Ultimate strain = 0.003 in/in Betal = 0.85 Section: ===aaaa= Rectangular: Width = 18 in Gross section area, Ag = 99 in"2 Ix = 249.563 in^4 rx = 1.58771 in Xo = 0 in Reinforcement: Bar Set: ASTM A615 Size Diam (in) Area (in"2) ------------------------ # 3 0.38 0.11 # 6 0.75 0.44 # 9 1.13 1.00 # 14 1.69 2.25 Slenderness: Not considered Column Type: Architectural fy = 60 ksi Es = 29000 ksi Depth = 5.5 in Iy = 2673 in^4 ry = 5..19615 in Yo = 0 in Size Diam (in) Area (in"2) ------------------------ # 4 0.50 0.20 # 7 0.88 0.60 # 10 1.27 1.27 # 18 2.26 4.00 Size Diam (in) Area (in"2) ------------------------ # 5 0.63 0.31 # 8 1.00 0.79 # 11 1.41 1.56 Confinement: Tied; #3 ties with #10 bars, #4 with larger bars. phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.65 Pattern: Irregular Total steel area: As = 0.62 in'2 at rho = 0.63* (Note: rho < 1.OW) Minimum clear spacing = 8.37 in Area inA2 X (in) Y (in) Area in^2 X (in) Y (in) Area in^2 X (in) Y (in) --------- -------- -------- --------- -------- -------- --------- -------- -------- 0.31 -4.5 0.0 0.31 4.5 0.0 Service Loads: Load Axial Load Mx @ Top Mx @ Bot My @ Top My @ Bot No. Case kip k -ft k -ft k -ft k -ft --- ---- 1 Dead ------------------------ 36.44 ------------ 2.85 ------------ 0.00 ------------ 0.00 0.00 Live 5.41 0.30 0.00 0.00 0.00 Wind 0.00 2.30 0.00 0.00 0.00 EQ 0.00 0.00 0.00 0.00 0.00 Snow 0.00 0.00 0.00 0.00 0.00 Sustained Load Factors: Load Factor Case M ---- ------------ Dead 100 Live 0 Wind 0 EQ 0 Snow 0 Load Combinations: U1 = 1.400*Dead + 0.000*Live + 0.000*Wind + 0.000*EarthQuake + 0.000*Snow U2 = 1.200*Dead + 1.600*Live + 0.000*Wind + 0.000*EarthQuake + 0.500*Snow U3 = 1.200*Dead + 1.000*Live + 0.000*Wind + 0.000*EarthQuake + 1.600*Snow U4 = 1.200*Dead + 0.000*Live + 0.800*Wind + 0.000*EarthQuake + 1.600*Snow U5 = 1.200*Dead + 1.000*Live + 1.600*Wind + 0.000*EarthQuake + 0.500*Snow U6 = 0.900*Dead + 0.000*Live + 1.600*Wind + 0.000*EarthQuake + 0.000*Snow U7 = 1.200*Dead + 0.000*Live - 0.800*Wind + 0.000*EarthQuake + 1.600*Snow US = 1.200*Dead + 1.000*Live - 1.600*Wind + 0.000*EarthQuake + 0.500*Snow U9 = 0.900*Dead + 0.000*Live - 1.600*Wind + 0.000*EarthQuake + 0.000*Snow Page 2 08/23/12 12:04 PM STRUC�-UREPO7NT - spColumn v4.80 (TM) Page 3 08/23/12 C \Users\rescalona\Doca'•Ients\School A.col 12:04 PM U10 = 1.200*Dead + 1.000*Live +.0.0" *Wind + 1.000*Ear_hQuake + 0.200*Snow U11 = 0.900*Dead + 0.000*Live + 0.000*Wind + 1.000*EartnQuake + 0.000*Snow U12 = 1.200*Dead + 1.000*Live + 0.000*wind - 1.000*EarthQuake + 0.200*Snow U13 = 0.90;' -Dead + 0.000*Live + 0.000*Wind - 1.000*EarthQuake + 0.000*Snow Factored Loads and Moments with Corresponding Capacities: NOTE: Each loading combination includes the following cases: First line - at column top Second line - at column bottom Load Pu Mux PhiMnx PhiMn/Mu NA depth Dt depth eps_t Phi No. Combo kip k -ft k -ft in in -------- ------ --- 1 ------------------ 1 U1 ------------ 51.02 ------------ 3.99 7.49 ---------------- 1.878 -------- 2.54 2.75 0.00024 0.650 2 51.02 0.00 7.49 999.999 2.54 2.75 0.00024 0.650 3 1 U2 52.38 3.90 7.53 1.931 2.58 2.75 0.00020 0.650 4 52.38 0.00 7.53 999.999 2.58 2.75 0.00020 0.650 5 1 U3 49.14 3.72 7.44 1.999 2.49 2.75 0.00031 .0.650 6 49.14 0.00 7.44 999.999 2.49 2.75 0.00031 0.650 7 1 U4 43.73 5.26 7.26 1.380 2.35 2.75 0.00051 0.650 8 43.73 0.00 7.26 999.999 2.35 2.75 0.00051 0.650 9 1 U5 49.14 7.40 7.44 1.005 2.49 2.75 0.00031 0.650 10 49.14 0.00 7.44 999.999 2.49 2.75 0.00031 0.650 11 1 U6 32.80 6.24 6.85 1.097 2.08 2.75 0.00096 0.650 12 32.80 0.00 6.85 999.999 2.08 2.75 0.00096 0.650 13 1 U7 43.73 1.58 7.26 4.595 2.35 2.75 0.00051 0.650 14 43.73 0.00 7.26 999.999 2.35 2.75 0.00051 0.650 15 1 U8 49.14 0.04 7.44 185.896 2.49 2.75 0.00031 0.650 16 49.14 0.00 7.44 999.999 2.49 2.75 0.00031 0.650 17 1 U9 32.80 -1.12 -6.85 6.144 2.08 2.75 0.00096 0.650 18 32.80 0.00 6.85 999.999 2.08 2.75 0.00096 0.650 19 1 U10 49.14 3.72 7.44 1.999 2.49 2.75 0.00031 0.650 20 49.14 0.00 7.44 999.999 2.49 2.75 0.00031 0.650 21 1 Ull 32.80 2.56 6.85 2.671 2.08 2.75 0.00096 0.650 22 32.80 0.00 6.85 999.999 2.08 2.75 0.00096 0.650 23 1 U12 49.14 3.72 7.44 1.999 2.49 2.75 0.00031 0.650 24 49.14 0.00 7.44 999.999 2.49 2.75 0.00031 0.650 25 1 U13 32.80 2.56 6.85 2.671 2.08 2.75 0.00096 0.650 26 32.80 0.00 6.85 999.999 2.08 2.75 0.00096 0.650 *** End of output *** it • j ,A E ( 4 J. 2012 MIAMI—DADE COUNTY, FLORIDA ® I PRODUCT CONTROL SECTION BUILDING AND NEIGHBORH _ , `9UM EPARTMENT (BNC) 11805 SW 200 Street, Room 208 BOARD AND CODE ADMINI8Tr0CrKKWDFVISM Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w_ww.miamldade.aov/buildirlg Sol—A Trol Aluminum Products, Inc. 4101 N.W. 132nd Street Miami, FL 33054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami—Dade County Product Control Section and accepted by the Board of Rules and Appeals (BORA) to be used in Miami --Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami ---Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 113000/3062" Ontswing Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 10-0920.15, titled "Series 3000/3062 Alum. Out—Swing Casement Window (L.M.I.)", sheets 1 through 11 of 11, dated 08/16/10 with the latest revision dated 12/02/10, prepared by Stanton Engineering, Inc., signed and sealed by Christopher Stanton, P. E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT _ G: Large Missile Impact Resistant. LABEL unI i ` 1 bear a permanent label with the manufacturer's name or logo, city, state and folio ¢ , e rrc "M1 Dade County Product Control Approved", unless otherwise noted herein. I2EN z A thi� OA ` a considered after a renewal application has been filed and there has been no eha" `` pp ing code negatively affecting the performance of this product. TE ry '' will occur after the expiration date or if there has been a revision or change in them r f s ?' or to facture of the product or process. Misuse of this NOA as an endorsement of any pr uc a pdvertising or any other purposes shall automatically terminate this NOA. Failure to com 1 "? p y � `` a � coon of this NOA shall be cause for termination and removal of NOA. ADVERTI MENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. Approval Date: 01/20/2011 Page 1 tSol-A-Trol Aluminum Products Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 10-0920.15, titled "Series 3000/ 3062 Ahura. Out -Swing Casement Window (L.M.I.)", sheets 1 through I 1 of 11, dated 08/16/10 with the latest revision dated 12/02/10, prepared by Stanton Engineering, Inc., signed and scaled by Christopher Stanton, P. E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Resistant Test, per FBC and TAS 20294 along with marked -up drawings and installation diagram of aluminum casement window, prepared by Hurricane Engineering and Testing, Inc., Test Report No. HETI-09-2553, dated 05/04/09, signed and sealed by Candido F. Font, P. E. 2. Test reports on 1) Large Missile Impact Test per FBC, TAS 20194 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum casement window, prepared by Hurricane Engineering and Testing Inc., Test Reports No.'s HETI-082209A and HETI-08-2209, dated 11/10/08, signed and sealed by Candido F. Font, P. E. 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 20294 4) Forced Entry Resistant Test, per FBC and TAS 202-94 along with marked up drawings and installation diagram of aluminum casement window, prepared by Hurricane Engineering and Testing, Inc., Test Report No. HETI-04-1409 and HETI-04-1410, dated 09/28/04 with revision 03/16/05, signed and sealed by Ivonne Ghia, P. E. (Submitted under previous NDA No. 05-0414.02) 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum casement window, prepared by Hurricane Engineering and Testing Inc., Test Report No. HETI-04-1918D, dated 09/28/04 with revision 03/16/05, signed and sealed by Ivonne Ghia, P. E. (Submitted under previous NDA No. 05-0414.02) "x &� Ofielmy A. Makar, P.E., M.S. BNC Product Control Unit Supertvisor NOA No. 10-0920.15 Expiration Date: 11/03/2015 Approval Date: 01/20/2011 E-1 Sol-A-Trol Aluminum Products, Inc. MW Im &A# l t B. TESTS (CONTINUED) 5. Test reports on 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum casement window, prepared by Hurricane Engineering and Testing, Inc., Test Report No. HETI-04-1918A, HETI-04-19180, HETI-04-1918E and HETI-04-1918B, dated 09/28/04, signed and sealed by Ivonne Ghia, P. E. (Submitted under previous NOA No.05-0414.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by Stanton Engineering, Inc., dated 08/25/10, signed and sealed by Christopher Stanton, P. E. Complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10- 0413.04issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/26/2010, expiring on 01A4/12. 2. Notice of Acceptance No. 10-0922-09 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacitedn PVB, Interlayer" dated 12/24/10, expiring on I2/11/11. 3. Notice of Acceptance No. 06-0216.06 issued to Solutia Inc. for their "Saflex IIID Clear or colored interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007, dated August 03, 2010, signed and sealed by Christopher Stanton, P. E. 2. Statement letter of no financial interest, dated August 03, 2010, signed and sealed by Christopher Stanton, P. E. 3. Laboratory addendum letter for Test Reports No.'s HETI-09-2553, HETI-08-2209A 2209A and HETI-08-2209H, issued by Hurricane Engineering and Testing, Inc., dated December 03, 2010, signed and sealed by Candido F. Font, P. E. 4. Laboratory compliance letter for Test Reports No.'s HETI-09 2553, HETI-08-2209A and HETI-08 2209B and May 04, 2009, issued by Hurricane Engineering and Testing, Inc., dated November 10, 2008, all signed and sealed by Candido F. Font, P. E. e my A. Makar, P.E., M.S. BNC Product Control Unit Supertvisor NOA No. 10-0920..15 Expiration Date: 11/03/2015 Approval Date: 01/20/2011 E-2 • So! A Trol Aluminum Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 5. Laboratory compliance letters for Test Reports No.'s HETI-04-1409 and HETI-044410, HETI-04-191D, HETI-04-1918A, HETI-04-19180, HETI-04- 1918E and HETI-044918, issued by Hurricane Engineering and Testing, Inc., dated 09/28/04, signed and sealed by Ivonne Ghia, P. E. (Submitted under previous NOA No. 05-0414.02) G. OTHERS 1. Notice of Acceptance No. 05-0414.02, issued to Arso Enterprises, Inc. d/b/a Sol-A-Trol Aluminum Products for their Series "3000/3062 Qutswing Aluminum Casement Window- L.M.I.", approved on 11/03/05 and expiring on 11/03/10. elmy A. Maker, P.E., M.S. BNC Product Control Unit Supertvbor NOA No. 10-0920.15 Expiration Date: 11/03/2015 Approval Date: 01/2012011 E-3 t r CORNERS la* MA4 TESTED SME ( M%PA) INS SYSTEM IS RAYED FOR LAM WSSA.E kTkPACY. SHUMNS ARE NOT REOWED w THIS T ta5 SEEN DESiGRED- TESTED � S Or Std T OF TO iia+PLY /04EUM .CwSE6g£M M A' !` / FiORMA 0ACNO C . 200T TM INCLUDM /3082 MLD 1 ®` "04 LOGtYT K - 209. - 1 io" 2 Vr HERDTSflu 4/°Ate 37" x W - 16:E M its (6Mi%pdw PER VEP7Tj WNywW Wxot" WINDOW wol" SEE SWEET R pRp�gCT-�tT. ._ SEE SHEET 0 APPROVALC rr % 2 +4 a 2 t/2" Eas 7 omc ism ,r g SR,S�GE $A'ffi .� Ova � A,p pp HPaiO/ , TESTED WE - 4O"xW-22.2$0,Fl. {MAa`k M4y spa vo wwovow. a . 9OdF9iC.75 I0 11 Tfl TRAraS6`.ER LCAOS TQ T'P�.^ _ , -WOTH mom . 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SEE S 00 SEE, CHAPtTS' CN sarEEY s 8 Er' 3 �3 iUtVPtt+tS 4 maa warm 7 x� 1 io" 2 Vr HERDTSflu 4/°Ate 37" x W - 16:E M its (6Mi%pdw PER VEP7Tj WNywW Wxot" WINDOW wol" SEE SWEET R pRp�gCT-�tT. ._ SEE SHEET 0 APPROVALC rr % 2 +4 a 2 t/2" Eas 7 omc ism ,r g SR,S�GE $A'ffi .� Ova � A,p pp HPaiO/ , TESTED WE - 4O"xW-22.2$0,Fl. {MAa`k M4y spa vo wwovow. a . 9OdF9iC.75 I0 11 e If 3/a4r AM. OVSS 490" SOa.um SArLrX W. E B ap® 9aTEitiRY 3h Pe ANr1. GLASS $o ►1naa:.�S+s �0 i!a¢ 295 { SSS zcs n 1a LASS TYPE log *OCE 8' H.S. GLASS WcofmNo +399SCS .3000 0� H camorvuesr cu1e� Wim, a�a crcet«tid�s c:� lbetdw" 10 20:18 o�airaea 12 r> of III 3116" A8+1N, CLASS 0"" OUPOW BUTAME PYB 1NMLAYM 9 ahs" AM, GLASS F{Wk#G 953 toMS0W GE SCS 2000 f0 JA 10 11 3/16" K.S. GLASS ltTtA wax mo to 8 3116" H.S. CLASS S 8W Dow ORNB 995 GE ScS two 10 STYPE 19 c 3/a4r AM. OVSS 490" SOa.um SArLrX W. E B ap® 9aTEitiRY 3h Pe ANr1. GLASS $o ►1naa:.�S+s �0 i!a¢ 295 { SSS zcs n 1a LASS TYPE log *OCE 8' H.S. GLASS WcofmNo +399SCS .3000 0� H camorvuesr cu1e� Wim, a�a crcet«tid�s c:� lbetdw" 10 20:18 o�airaea 12 r> of III 3118" H.S. C ASS SOLUTK vAWAVA INUMAYER 9 3/16' H.S- GLASS F{Wk#G 953 toMS0W GE SCS 2000 f0 JA 3/a4r AM. OVSS 490" SOa.um SArLrX W. E B ap® 9aTEitiRY 3h Pe ANr1. GLASS $o ►1naa:.�S+s �0 i!a¢ 295 { SSS zcs n 1a LASS TYPE log *OCE 8' H.S. GLASS WcofmNo +399SCS .3000 0� H camorvuesr cu1e� Wim, a�a crcet«tid�s c:� lbetdw" 10 20:18 o�airaea 12 r> of III wd d a d o PROMT-W I Sepia �OOA min , , d � , d �• Ay((y¢¢ qCa . BsoaMawr jVhT�a1 -.R&Y;A N `xt' Omm9BRe&S ,} s vRCU&GP-0lti!' .—.------- h R YA v S➢t �c '- rt caa�caQc�c��m mmmumigm® EMIMMIMMIM cm EMMIMMMIM EM 't ��116oe`eti��® IMy.EMIUNIMM t < ®VMKEI 0) w W OF iM$PfQ"$+y` POO 4AMS s 9 QLM15$ � t&N Ri#3 SdtERT KYd DSYM f1D�3�99� Imi milt Sam mm- N:°Yl bfiIC.Y "m Dam WWWWA rsm ar. 00 c =fie 3 of 11 1 M �c rt mmmumigm® EMIMMIMMIM cm EMMIMMMIM EM 't IMy.EMIUNIMM t < QLM15$ � t&N Ri#3 SdtERT KYd DSYM f1D�3�99� Imi milt Sam mm- N:°Yl bfiIC.Y "m Dam WWWWA rsm ar. 00 c =fie 3 of 11 wk )m DIST. -d 4 */4' MAX. SHIM 2 IYWOOD SERE FOR SPACINYATIG iAETAL SMICTUAES STEEL', 36 KSI MIM AULA' -6=3-75 MIN. 1/4' MAX. TYPICAL 4AN-c"m SEE ELEVAWNS FOR SPACING r No, SHIM ALT. toll". EMBEDMENT L2 1/2' DIST. \WPICAL AMMM see ELIpv%740NS FOR SA"G. SERIES 3062 FLANGE A14D EQUAL tEd FRAMES CAN M 11 [USED AT ALL ANCHORAGE C!O FRAMES i 11 Tim D w 94Tb THE. STRIi Two TYPICAL AP HORS SEE ELEVATIONS FOR SPACING TYPE 'e-114' TAPC0I,4$ INTO 2aY WtM SUCKS OR WOOD SUBSTRATES 1 112- MIN PENETPAMN INTO 02 SYP 7mou iay WOOD su"S INTO 33000 PSI MIN, CONC. OR C--90 GROUT FILLED =Cx, f 1/4- MIN. EMBED, Iwo GONG: OR MASON" DIRECTLY INTO 300 PSI ". CONCRETS OR C-90 GROUT FILLED M4M 1 1/4- MIN. EMBED. KID CONC. OR MASONRY TYRE "r-ft4l,tnM SCREWS 000 2ey wom-kicKs OR wow SUBSTRam 1 1/2' MIN.. PENETRATION INTO 12 SYP 114ab!a (%�r S 'PS I OR 1/4 HH TI S LF DRILLING SCREWS INTO METAL STRUCTURES (STEEL OR ALUM. i/s' ImN. nim) STEEw Fy - 36 KSI MIN, ALUMINU* 606.1-T5 MIK (SIM N CONTACT WITH ALUM, TO K PLATED OR PAINTEO) 012 SMS (MfN. j%K 2 CRS), INTO APPROVED MUU.IONS (NO SPACE) J- EDGE DISTANCE INTO CONC- OR MASONRY - 2 1/2' MIN. INTO WOOD. STRUCTURE - I' MIN. INTO METAL STRUCTURE - t- MIN. SEALANTS: ALL FRAME AND VENT CORNERS SEALED WITH JMT SEALANT, WEEP HOLES - W7 %M* DW WEEP HOLM AT r EACH END W2 ac 1/4, x 3/0' MP SUM AT 7' FROM EACH END W3 1/4- OW WEEP ROLE AT r nkM EAM END AND AT FRAME COPIEPLINE W4 3/10" - I' WEEP SLOT AT V 7 ro=f " END AM CENYERLINE z a N METAL STRUCTURES 5 (STEEL OR ALM 1/6- MIN, IN=,) TEEi: sy ILUhHHMi%t 1/4" MAX. ___ i •� r mmw WIDTH SERIES 3062 ALT, VENT WIDTH � VERT IVIDN WERIOR DUAL VENT MUM HINGE CPTt Na; OPTION1> 4 aW STAINLESS STEEL HINGE PART 034-16 - 2 PER'VENT INSTALLED v�Tw <g> #10 x a/$° PHMS PER a �% A DID OPTIOtd 2. 5-1KNUCiKLE. ALUMINUM Wr HftdGE PART #0170 - 2 PER VENT INSTALLED �itTe! (S) 1/4" v 3/.4" PHSMS KR HINGE LOCK 'OPTIONS. OPTION 1: TWO POINTCONCEALED LOCK y �7 PART #1735 MULLED WITH #10 g 1/2" PHSMS t OPTM 2s CAM LOCK AND KUPER sOR TO � PEAND WIDOWS wP 3R BjD" IN HEBS�FIT 3 PER VE14TMR Ww HEMW 38 3/w IN ,r OWALLO WITH (2) 08 x 1/2" PHSMS r" PER LOCK CAN ff£ %INGES AM I CAN a I NATIO EMIXOMENT VENT WIDTH wwoow WIDTH ALT. y�gy TRI AL ANCHM WE VR SPACING ELEVATIONS us Im i it -0 TYP" ANCRm SEE FOR SPACING EVAN IETAL STRVMWS ($MEL 09 ALUM, 1/8 hm TwCXj STEEL- Fp - 36. k5il WN. ALUMINUM., 60153 -TS MR. UlAINUM,' a 61M, TYPICAL ANMW SM CL S FOR SPACM 'Na, -NAW-DARE COUNTY AFVD. MULLOK SEE SEPARATE M.O.A. TYPICALM ANCH SEE ZLE:VA%wS FOR SPACING 2L (D/ 2 w3l 4 WWI. EmsEmom W4.-, 1/4* MAX, 4 �MIN. EMOEDMENT TYPICAL AKHM SEE ELEVCATONS MR SPAM s )t TYPE A"• -Ile TAFWNS INTO 28Y WOOD WJM OR WOOD SUBSTRATES I 112" M PEREMAT" INTO 02 SYP THRu IV* WOOD MXXSANT0 _30W PSI WN. CONC, OR C-00 GROUT' TILLED 61,61CK, 1 1/4, WK Emma, Wro Cow, OR MASONRY DIRECTLY INTO 3000 PS MK CONCRETE OR C-90 CPXW FILLED BLOCK. 1 1/4' MIN, EMM, INTO CONC, OR MASONRY TYPE "W-#14 0M rLE_V§ INTO 28Y WOOD B=S OR WOOD SU&SMTES 1 1/2* WN, PEWPATION IWO #2 SfP fil4 Sms (% j r2 "S' OR - X- "LE1 EQF DRILLING SCft'wS INTO MEM STRUCTURES (STEEL OR ALUM, I/e MIN. THtCK.) STEEL- Vy - 16 KSJ WN. ALVWKIM; 6063 -TS MM, (STEEL IN ODNTACT WITH ALUM. TO BE PLATED OR PAINTED) JIZ SMS (M!NGRADE 2 CRS) IWO APPROVW MULLIONS (NO SHIM SPACE) TYKAL EDGE MSTANCE 19TO 40KC, OR, MASONRY 2 1/2' W WTO WOOD STRUCTURE I' MR, 000 METAL STRUCTURE I' MIA. SEALANT& ALL PT WE 40 VEW CORNERS SEALED VWTH JtwT SEALANT. WEEP HOLES: wi - 1/4' ow WEEP KLES AT 7' FROM EACH END W2 - 144M' x-3/8" WEEP SLOTS AT 7' FRS. EACH END W3 ® ;" Olk WEEP RM AT V EACH END AND AT FRAMENTERM W4 - 3 x I" WEEP SWT AT V FROM EACH END AND AT MAME CENTERLINE s PI wm NO a 5.9NUME Aw"UM WTT HINGE PAM J0170 - 2 PER VENT INSTAUlD 15) 1/4!' )t 3/4' PASMS PER LOCKS. CAM LOCK " IKEEM p1*1 AND W24 2 Ww"014"WoMn UP TO 383/11"Cla"T 3 IM;a FOR WINDOWS ABOVE 38 -3/9- IN Klcw. iNSTAUED MTH (2) 08 o 1/2* PHSMS AM LOCK I 14 C, ,gNT vw WON Vw WIDTH MERIOR Wmmw YAOTH DIT L A W- D D -W—..! ALT, WN MNWR CAL, c n zap 0 zm& rH DM XVWON0" & CONOMON WAID CAPACITY - Pnr1SF 0 3002 swes 3000 W=4 (w) ILEW-TH (L) EXT -w I W.(-) m(o tmT,(-) 26-i/2" '5 ' tj_'jS. 26-1/2°3$ 37, 31t3" 804 a" 100,6 10D.0 80.0 8D.0 10.0.0 100.0 1 80 0 X1.0 1004 100.0 80:o wo 100.0 goA .80.0 100.0 100.0 took 80-0 $&a look 9 a* 80.0 10" 10010 80.0 1304 10D.0 100.0 19-1/8" 26-1/2- 37* so 5/8- 80.0 s" loo'o 100.0 80,0 80.0 imo 100.0 -io -0 840 lomo 100.0 26-11r 37' 6r 8D.0 a 100.0 1004 80.0 9" m10 10010 80.0 $0.0 Imo Ifto 24" 361 36' 80.0 mo to" 100.0 80.0 60.0 ma -166.o 804 1 80.0 1100.0 100,0 20 30' 30* 42' $0.0 80.0 100.0 100.0 60.0 emo 10010 100.0 a" amo lomo mo 2e w 3or 'Q. 80.0 604 100.0 VMO 60.0 50.0 look 100.0 wp 1.80.o I'241o.0 imo 24' S4' ao'o 80.0 to" 1001 80.080 0 100.0 100.0 a an 0" 1004 2e 3r -970 .6e 800 00.0 1106.0 7Fm7o- 80.0 100,0 t $0.0 80.0 1000 inn - NOTES: t. USE -cmw (W Tm SHUT FOR WE By we WMM COMIECTON AND VUUJON CAPACITY Z MR CASEMM WKDOW CAPAWY. SM "rl' 3 Of 11 I L IPWER V4TgMAZM STEPS I OF 2 WILL AMY w/" mmme 110m. FtWMNG 10 ZERO MULLI -20 -t 2 1/2' HHM8 *714 MEX NUT AT 10 1/2- 01C. xw. SERIES 3062 MULLION (3) 1/4-20 HNMB 1/4-20 , 2 112` HHMS WITH HEX NUT. WffH MEX (4UT AT 5" FROM REIWORCONG TO ENDS AND 10 1/7- O.C. VAX ZERO MULL-, VENT WIDTH VENT WIDTH WINDOW WIDTH Imm" WIDTH baa SERIES 3000 MULLION vn W2 C60 2010 Ij-A I 10 131 CE a69 9 3000 2 1/2' 2 AMZ40RS REOVREDz- At CA, SIDE OF WLL TYPICAL WE BY SIDE WINDOWS SLOE gy SCE APF ES To 2 0 MOK WINDOWS wm"4 (w) ffi Ell, acw. HOUR VAU, wtww VvAmml w cm9oxmwf1 cm "y Z�kftmotift VENT W*Ifm vew WOTH EXTERIOR VENT.. wvw VENT MOTH EXTERIOR -i SERIES 3000 IMPOST EXTERIOR 12 SERIES 3000 HORIZONTAL IMPOST 13 EXTERIOR, tg w in t. 0. LENGTH (L)- 40' (MAX,) 5. 13 C wi W2 iTr==& . 21/2' 2 ANCHOn REOUM AT CA. SW Of VAPW VENT W*Ifm vew WOTH EXTERIOR VENT.. wvw VENT MOTH EXTERIOR -i SERIES 3000 IMPOST EXTERIOR 12 SERIES 3000 HORIZONTAL IMPOST 13 EXTERIOR, tg w in t. 0. LENGTH (L)- 40' (MAX,) 5. 13 C M I (S) OAPW 1 0 MAVW W-40 E17.4 (D su nm (D w6tfrom G) UPO MULUON Itillim UtMITIVIIIIN ml • � i y ♦ � � � i � � V--t'D_0 � Q_ C) C) 9 (0 (0 r, NOTE: ALL SHEET MUST B REVIEWED MIAMI-DADE COUNTY PERMITTING, ENVIRONMENT AND REGULATORY AFFAIRS DEPARTMENT Herbert S. Saffir Permitting and Inspection Center 11805 SW 26th Street (Coral Way) • Miami, Florida 33175-2474 • (786) 315-2100 APPLICATION FOR MUNICIPAL PERMIT APPLICANTS THAT REQUIRE PLAN REVIEW FROM MIAMI-DADE FIRE RESCUE AND/OR ENVIRONMENTAL SERVICES PROVIDE MUNICIPAL PROCESS NUMBER HERE G y Job Address 41301 N.W. --SAVE Contractor No. a C00 Folio �. _ ,0�� M z Last four (4) digits of Qualifier No. a c P Lot 1� SZ® 0 w. ILS. Block HContractor Name Subdivision dd�ess Name PBpg 8z Metes and bounds City State _Zip [ ] New Construction on [ ] Demolish Current use of property I vs Vacant Land [ ] Shell Only `5Q(00 - Alteration Interior [ ] Addition Attached Description of Work W [ ] Alteration Exterior [ ] Addition Detached o[ ] Relocation of Structure [ ] Re -Roof a [ ] Enclosure [ ] Foundation Only Ft. �� Units [ ] Repair [ ]Sq. Tent -Floors - [ ] Repair Due to Fire Value of Wo`r j MELD"[ ] Chg. Contractor W Owner [)OCT09 1,3 CW SCU 00 f Address Category [ ] Re4ssue [ ] MELE [ ] Re -Stamp y City State _Zip [ ] MLPG [ ] RevisionW Phone % [ ] MMEC [ ] Not Applicable for Last four (4) digits of FIRE °C Fire Owner's Social Security No. ' u) Name N)A A Owner Address 0 z a Address W W City State Zip City State _Zip Oa WD tzz 0 ILD w a Phone Phone .� 1 am requesting a Special Request Plan Review (SRI) to be scheduled as soon as possible at the rate of $190 for the first hour and $65 per each additional hour in addition to the review fees. Minimum charge one-hour paw w1-1 Request: Date: v2°' Request: Date: 31d Request: Date: I am requesting Optional Plan Review (OPR) to be scheduled as soon as possible at the rate of $75 for each discipline. � IL Additional review fees may apply. 0 0 1s' Request: Date: 0 2"d Request: Date: Lu 3id Request: Date: 12301-192 4/12 BUILDING PERMIT CATEGORIES CATEGORY DESCRIPTION PERMIT TYPE BUILDING 01 GENERAL BUILDING -COMMERCIAL MBLD 02 SUB -GENERAL BUILDING -RESIDENTIAL MBLD 08 CANVAS AWNING MBLD 10 COMMUNICATION TOWER MBLD 15 DEMOLITION MBLD 29 METAL AWNING & STORM SHUTTER MBLD 48 SCREEN ENCLOSURES MBLD 55 SWIMMING POOL MBLD 56 TENNIS COURTS (SURFACE PAVING) MBLD 86 TRAILER TIE DOWN MBLD 88 WALK-IN COOLER MBLD 91 MARINAS MBLD 92 LOW SLOPE APPLICATIONS (GRAVEL, SMOOTH MODIFIED, SINGLE PLY) MBLD 95 SHINGLES (ASPHALT, FIBERGLASS) MBLD 96 SHINGLES (METAL ROOFS/WOOD SHINGLES & SHAKE) MBLD 97 STAGE 2 VAPOR RECOVERY SYSTEM MBLD 99 SOIL IMPROVEMENT MBLD 0100 BULK STORAGE PROPANE TANK MBLD 0101 REMOVABLE STORM PANELS MBLD 0107 TILE ROOF MBLD 0110 WATER MAIN MBLD 0111 SITE PLAN MBLD 0112 INDOOR EVENT/EXHIBIT MBLD ELECTRICAL 04 FIRE ALARM SPECIALTY MELE 16 SPECIALTY WIRING MELE 38 GENERATORS MELE LPGX 01 LIQUEFIED PETROLEUM GAS MLPG 02 MISCELLANEOUS MLPG 04 LIQUEFIED PETROL. GAS/STATE MLPG MECHANICAL 09 ABOVE/BELOW GROUND TANKS/PUMPS & POLLUTANT STORAGE SYSTEM MMEC 38 COMMERCIAL HOODS MMEC 43 FIRE CHEMICAL MMEC 46 SPRAY BOOTHS MMEC 48 SMOKE CONTROL MMEC 52 RESIDENTIAL ELEVATOR MMEC FIRE 32 FIRE SPRINKLER FIRE Miami -Dade My Home My Home &B j- . . Show Me: Property Information Search By: Select Item Text only Property Appraiser Tax Estimator Property Appraiser Tax Comparison Summary Details: Folio No.: 11-2136-000-0060 Property: 320 NW 115 ST Mailing BARRY UNIVERSITY INC ddress: Exemption/ $3,298,394 $3,298,394 11300 NE 2 AVE MIAMI nits: SHORES FL Foota FSqFootage:: 3161-6628 Pronerty Information- Zone:F2,726 CHOOLS PVT. $3,198,394$3,198,3 DUCATIONAL - $100,000 $100,000 TE aths: Exemption/ $3,298,394 $3,298,394 Highway nits: Taxable Foota FSqFootage:: Value: : CRESilt: $3,298;394/ $3,298,394/ 1 19.58 AC N 1 /21/4 $0 OF NW1/430FT $3,298,394/ LOT SIZEtion: SQUARE FEET $0 OR 17747-261110897 2 $3,298,394/ 8) OR 17747-2611 0897 02 Assessment Information: 2011 2010 2011 $3,198,394$3,198,3 E $100,000 $100,000 Applied $3,298,394 3,298,394 Exemption/ $3,298,394 $3,298,394 Tarahip Vahra Infnrmafinn- ear: 2011 2010 Property Boundary Applied Applied Taxing Authority: Exemption/ Exemption/ Highway Taxable Taxable . Value: Value: Regional: $3,298;394/ $3,298,394/ $0 $0 County: $3,298,394/ $3,298,394/ $0 $0 City: $3,298,394/ $3,298,394/ $0 $0 School Board: $3,298,394/ $3,298,394/ $0 $0 Sale Information: R /1997 : $4,222,800 17747-2611 Deeds which include more than one parcel ew Additional Sales Additional Information: Page 1 of 2 Aerial Photography - 2009 0 114 ft My Home I Property Information I Property Taxes I My Neighborhood I Property Appraiser Home I Using Our Site I Phone Directory I Privacy I Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. http://gisims2.miamidade.gov/myhome/Propmap.asp 8/1/2012 Legend Property Boundary Selected Property Street r/✓ Highway Miami -Dade County . Water N WE 8/1/2012 FIRE ENGINEERING & WATER SUPPLY BUREAU 11805 SW 26 STREET, SUITE 150, MIAMI, FL. 33175 TELEPHONE (786) 315-2771 EMAIL: www.miatnidade. ova /mdfr FIRE REVIEW DISAPPROVAL COMMENTS DATE: 8/13/12 FD TRACKING NUMBER: M2012009669 REVIEWED BY: R. GONZALEZ NAME OF PROJECT: DOCTOR'S CHARTER SCHOOL ADDRESS: 11301 NW 5 AVE MIAMI SHORES, FL. 1. PROVIDE RESPONSE SHEET ADDRESSING EACH OF THE COMMENTS AND INDICATE THE SHEET IN WHICH CORRECTION IS FOUND - IF NOT PROVIDED ORIGINAL FULL REVIEW FEE WILL BE ASSESSED AGAIN 2. PROVIDE ORIGINAL APPROVED PLANS BY THE FIRE DEPARTMENT TO VERIFY COMPLIANCE FOR ALL EXISTING WORK 3. INDICATE ON PLANS THE TYPE OF OCCUPANCY AND OCCUPANT LOAD PER ROOM OR AREA AND A TOTAL FOR THE ENTIRE SCHOOL - TABLE 7.3.1.2 4. PROVIDE A FLOOR PLAN OF THE ENTIRE SCHOOL - SHOW ALL EXITS FROM ENTIRE DAY CARE AND USE OF ALL ROOMS 5. PROVIDE FLOOR ELEVATION ON BOTH SIDES OF EXIT DOORS - MAX %i" - SCT. 7.2.1.3.1 6. EXIT ACCESS CORRIDORS SHALL BE NOT LESS THAN 6 FEET IN CLEAR WIDTH - SCT. 14.2.3.2 7. EVERY ROOM OR SPACE GREATER THAN 250 SQ. FT. NORMALLY SUBJECT TO CLIENT OCCUPANCY; SHALL HAVE NOT LESS THAN 1 OUTSIDE WINDOW FOR EMERGENCY RESCUE - SCT. 14.2.11.1.1 8. NO COMMON PATH OF TRAVEL SHALL EXCEED 75 FEET - SCT. 14.2.5.3 9. CORRIDORS SHALL BE SEPARATED FROM OTHER PARTS OF THE STORY BY WALLS HAVING A 1 HOUR FIRE RESISTANCE RATING - SCT. 14.3.6 10. PROVIDE MINIMUM REQUIRED FLAME SPREAD CLASSIFICATION FOR INTERIOR FINISH- SCT. _ A. 10.2.2 11. ALL EDUCATIONAL BUILDINGS EXCEEDING 20,000 SQ. FT. GROSS SHALL BE PROTECTED THROUGHOUT BY AN APPROVED SUPERVISED AUTOMATIC SPRINKLER SYSTEM - SCT. 14.3.5.1.1 12. PROVIDE FIRE ALARM SYSTEM THROUGHOUT - SCT. 14.3.4 13. FIRE ALARM SYSTEM TO BE PROVIDED WITH EMERGENCY FORCES NOTIFICATION - SCT. 14.3.4.4 14. PROVIDE SMOKE DETECTION SYSTEM THROUGHOUT - SCT. 16.3.4.5 15. INDICATE LOCATION OF EXIT AND EMERGENCY LIGHTS THROUGHOUT THE BUSINESS 16. ADDITIONAL COMMENTS MAY FOLLOW ONCE ALL INFORMATION IS PROVIDED ALL CODE REFERENCES MENTIONED IN THESE COMMENTS ARE FROM FFPC/NFPA, FLORIDA FIRE PREVENTION CODE AND NFPA 101 LIFE SAFETY CODE, UNLESS OTHERWISE NOTED.. • PROVIDE NEW SHEETS WITH ALL CORRECTIONS AND CHANGES HIGHLIGHTED OR CLOUDED. • RETURN VOIDED SHEETS WITH FIRE DEPT. STAMPS FOR COMPARISON, OR FULL REVIEW FEE WILL BE ASSESSED COORDINATE ALL CORRECTIONS & CHANGES THROUGHOUT THE ENTIRE SET OF PLANS. PROVIDE ALL INFORMATION ON THE PLANS '� FAST TRACK FOR REWORK Department of Regulatory and Economic Resources Miami -Dade County Plan Review Summary Process Number: M2012009669 FINAL CORE REVIEW DATE: 8/9/2012 OVERALL STATUS: Overall Disapproval PROJECT DETAILS: CONTACT DETAILS: FOLIO: 11-2136-000-0060 NAME: ANA MARIA ADDRESS: 11301 NW 5 AVE, , FL EMAIL: PERMIT TYPE DESC.: MUNICIPAL PHONE #: 7867185524 DISAPPROVAL CODES: Disapproval Code 01: 0294 - Requires Air Section approval for Asbestos. Contact the West Dade office at 11805 Coral Way TASK REVIEWED BY STATUS DATE STATUS Initial Core Review Myrelie Colon 08/08/2012 Reviewed Comments: INTERIOR REMODELING AT DOCTOR'S CHARTER SCHOOL, BLDG 1 - COMPUTER ROOM (593 SF). NEW FLOORING, CEILING AND FURNITURE. ELECTRICAL AND MECHANICAL WORK PROPOSED. ASBESTOS REVIEW REQUIRED. ASBES Review Agustin Socarras 08/09/2012 Disapproved Comments: 8/9/2012: Demolition work in drawing A-1 includes the removal of > 160 SF of ceilings, floorings and partition wall, (See note in Demolition Legend and General Finish Notes). Pursuant to the Code of Federal Regulations (CFR) 40 CFR 61, subpart M, section 145(a) National Emission Standards for Hazardous Air Pollutants (NESHAP), an asbestos survey from a Florida -licensed asbestos consultant is required when the surface area being impacted by the proposed work is equal or greater than 160 square feet / 260 linear feet, (submit copy for Department records). An asbestos affidavit can be filed to allow your plan approval process to continue while the asbestos survey is being obtained. The Affidavit form can be downloaded from http://www.miamidade.gov/development/pollution/asbestos.asp. This document is not an asbestos survey but an agreement to perform one prior to the commencement of work. For additional help contact an asbestos reviewer at (786) 315-2813 or via e-mail at socara@miamidade.gov. To coordinate a meeting with an asbestos reviewer call 786-315-2844, meetings are held Monday -Friday between 8.00AM to 12.00PM. For more information on asbestos, go to the following link at: http://www.miamidade.gov/development/pollution/asbestos.asp. Final Core Review Myrelie Colon 08/09/2012 Overall Disapproval Comments: 2012-WDU-PR-11286: NO SEWER CAPACITY CERTIFICATION LETTER REQUIRED. PROJECT RESULTS IN A NO -NET -INCREASE (NNI) FOR SEWER FLOW. PLEASE DO NOT HESITATE TO EMAIL ME WITH ANY QUESTION(S) YOU MAY HAVE REGARDING THE REVIEW COMMENTS FOR THIS PROJECT. WHILE I MAY NOT RESPOND IMMEDIATELY TO YOUR EMAIL - BECAUSE I MAY BE ASSISTING ANOTHER CUSTOMER AT THE TIME I RECEIVE YOUR EMAIL - I WILL REPLY WITHIN 24 HOURS OF RECEIVING YOUR EMAIL UNLESS I AM OUT OF THE OFFICE. MY EMAIL ADDRESS AND THAT OF MY DIRECT SUPERVISOR ARE AS FOLLOWS: MY EMAIL: COLONM@MIAMIDADE.GOV MY SUPERVISORS EMAIL: GUERRC@MIAMIDADE.GOV PLAN CONDITIONS: NO CONDITIONS