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RC-12-2110 a Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-202978 Permit Number: RC-11-12-2110 Scheduled Inspection Date: November 14, 2013 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Final Owner: MURILLO,SHIRLEY Work Classification: Alteration Job Address:147 NW 109 Street Miami Shores, FL 33168- Phone Number Parcel Number 1121360030200 Project: <NONE> Contractor: ARCO CONSTRUCTION Phone: 305-892-6507 Building Department Comments EXTERIOR PORCH REPLACEMENT REPAIR Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-192439. CREATED AS REINSPECTION FOR INSP-192336. Paint disturbed area. Sod disturbed area. remove rust and paint columns. Failed ❑ Step riser and tread must not vary more than 3/16". , Missing thru bolts at each column Correction ❑ Needed PLease call home owner before inspection: 786-374-8787 Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. November 13,2013 For Inspections please call: (305)762-4949 Page 27 of 31 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-186456 Permit Number: RC-11-12-2110 Scheduled Inspection Date: February 27,2013 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Stem Wall Footer Owner: MURILLO,SHIRLEY Work Classification: Alteration Job Address: 11.i NW 109 Street Miami Shores, FL 33168- Phone Number Parcel Number 1121360030200 Project: <NONE> Contractor: ARCO CONSTRUCTION Phone: 305-892-6507 Building Department Comments EXTERIOR PORCH REPLACEMENT REPAIR Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. February 26,2013 For Inspections please call: (305)7624949 Page 23 of 26 6 � Edward A. L P.E. CONSULTING ENGINEERS February 21, 2013 Village of Miami Shores Building and Zoning Department 10050 NE 2"d Avenue Miami Shores, Florida Attn: Building Official Re: Residence Permit RC 11-12-2110 147 NW 109th Street Miami Shores, Florida 33138 Dear Sir; This letter is to advise that we approve the use of a poured concrete stem wall instead of the masonry wall as shown on the approved plans, Section (D/S-2). In addition, we recommend that the new wall be poured directly against the existing masonry wall of the existing stoop as well as pouring a reinforced slab on top. The stoop, therefore, may be incorporated within the new foundation. The added load is acceptable on the new proposed foundation. Please call if we can provide any additional information. Very truly you Edward A. ers, P.E. President 7850 NW 146TH STREET,SUITE 509* MIAMI LAKES FL 33016 x PHN: (305)823-3938 * FAX: (305)823-9355 PERMIT# CONTRACTOR: SUBMITTAL DATE: I ADDRESS: NAME: RESUBMITAL DATES: PROJECT TYPE: oll ZONIRG FIRE STRUCTURA IMPACT FEES ELECTRICAL HRS/DERM PLUMBING NOC MECHANICAL /f/ r BL 91 4 CFH 2012ROB60930 OR Bk 28319 P9 2948; QP9) NOTICE OF COMMENCEMENT RECORDED 11/30/2012 12:46209 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION HARVEY RUVIHv CLERK OF COURT MIAMI-DADE COUNTYP FLORIDA PERMIT NO. TAX FOLIO,NO. LAST PAGE 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. Space above reserved for use of recording office 1.Lf!gal description of property and street/address: Mf"'t S V%OCe 'E Kr M 43 4 4D L-DTZo 6 1& - ?-t cl.I-OTS(VC '75OD X1 7-1 %Z 15 Im-110% 0-1-i1 I., cor- 21101 -1440 lz 2 o I M?4,)0-1 1440 2.o- o� 117 ww MST Mi W� Sir ^ 'fL3 3 2.Description of improvement: ;- -r-fQ4 ponck' 3.Owneqs)name and address: gs& N W 107,K+ Mi&yi;IF 331(P8 Interest in property: Name and address of fee simple titleholder 4.Contractor's name,address and phone number: Arc.® tp(#5 NE I - . "2- 065 n'11'` Nar-4,Rim"Jac 3 1 IF I P' 3 0 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(1)(a)7.,Florida Statutes, Name,address and phone number: S.In addition to himself,Owners designates the following person(s)to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. Name,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 1,SECTION 713.13.FLO D CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MU B SITE BEFORE'THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH MMENC �'Z OPnRF C G) 1417- OURpROTICE OF COMMENCEMENT. NI( �(s�Owner(s)'Authorized Officer/Director/Partner A D 20 Wn� of eir 144/th =a d Prepare' - n t" -,­ I% _?H Prepare Print Name Print N e Title/Office TRIO/O "e STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this day of %94ndividually,or ❑as for ❑Personally known,or produced the following type of identific Signature of Notary Public: 30! Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525,FLORIDA STA7iE and,� Under penalties of perjury,I declare that I have read the foregoing 0" that the facts stated in it are true,to the best of my knowledge and beK;Ommm, Signat qif wner(s)or Owner s a Officer/Director/Partner/Manager who signed above: Authorized Off By By_V//' T111 123.01-52 PAGES 3110 Miami Shores Village Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 NOV 0 p 201 Tel:(305)795.2204 Fax:(305)756.8972 i -- INSPECTION'S PHONE NUMBER:(305)762.4949 ¢y m FBC 20io BUILDING Permit No. PERMIT APPLICATION Master Permit No.(`C)a ° 'P11 I Permit Type: BUILDING ROOFING JOB ADDRESS_ I_ 41 N-_W 109 M- City: Miami Shores County: Miami Dade Folio/Parcel#: Is the Building Historically Designated:Yes NO Flood Zone: no OWNER Name(Fee Simple Titleholder)Q t I Rr l� s O Phone#39 3 �5`fy Address: 1q_7 NUJ 109"S+ City: m1CaMi 5hpres State: Zip: Tenant/Ussee Name: U /k Phone#: Email: sz X95 e, akoa.ciorn --CONTRACTOR-`Company Name: a >Phone#: 7505--MI 7 `Address toe ` � a City: N `g�`1 lA��(_w a State: 1,_ Zip: Qualifier Name: Phone#: State Certification or Registration#: 091 Certificate of Competency#: Contact Phone#: $$ Email Address: DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$'l� YO . 00 $guardLi ear Footage of Work:I ¢ 1 Type of Work: ❑Addition DAlteration ONewtepair/Replace ODemolition Oescriptffon off'Work �A.®y ,j X VP�l 6 Pd UA0j,A G�QC-r'. Color thru tile: Submittal Fee$ 50 ' Permit Fee$ c2 CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,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 notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. I Signature Signature 9j---- Gwner or Agent (C ntract'r — - The foregoing instrument was acknowledged before me this The foregoinga ,instrument was ac ledged before me this day of NOV, ,20 f Z,by O1 i InU`ILW day of ON ,20l Z.,by L Tebut•, , who is personally known to me or who has produced who' personall known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARYPUBLIC: `\\``��fltuimtt ,������s' LNOTARYPUBLCs Sign: ° Sign: CD o\ ' Print: �.� _ o e Print: <itY f'� n- HPAJ My Commission Expires: •.`��� pti��D��'.ea My Commissions 1sIk %N 'S s ., :�ii� : Alm.02,2%3 Al S• .C`'`a°` ¢' w a max# . F➢ e a���x� �xx�+x�x�x��x�� APPROVED BY /6'"�`� Plans Examiner f` Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07 110/07)(Revised 06/10/2009)(Revised 3/15/09) .... .........:........:......: ;. .. ........ 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P -1 . 1 7 fW/ CONSULTING ENGIN :y a z R' '�rf ✓ � , x. 8j | ............ .... ... ....... ...... ........... ... ... ...... ................................ ..... .. ...... ............................ ............... ............. ............ ........... .... .. ........ ..... ........ .................. ......... ........... ............... ................ ....... ......... ............ :.................. . ............. ........ . .........* ....................... ... .........I.... ... ............. .............. .... ...... i. . .................... ........... ................... ......... .... ......... ....................... ................ ............... .. ....... . ....... ..... ................. ..... ...... .... ........................... ................ . ... ..... ....... ........................ ........... .......... .................................... ........... ............ ........... ............. ... ........ ............:'­ ....... ....... LA CONSULTING - � � MECAWind Version 2 . 1 . 0 . 6 ASCE 7-10 Developed by "CA Enterprises, Inc. Copyright 2012 www.mecaentexprises.com Date : 7/15/2012 Project No. : 1212pW Company Name : Edward A. landers, P.E. Designed By : Edward A. Landers, P.E. Address : 7850 NW 146th Street Description : RESIDENCE City Miami Lakes, Customer Name : 147 NW 109TH STREET State : Florida 33016 Proj Location : MIAMI SHORES, FLORIDA File Location: C:\Program Fi1es\MECAWind\1212328-0l.wnd 3' 2 :1f ixA ' shomm 2, 1 ;22; 1 ; 2 Gable Roof 7<0<--45 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = 3 ft Description Width span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf -------------------------------------------------------L-----------------� UPLIFT 2.00 5.00 10.0 1 0.50 -0.90 28.01 -44.49 UPLIFT 2.00 5.00 10.0 2 0.50 -1.70 28.01 -77.44 UPLIFT 2.00 5.00 10.0 3 0.50 -2.60 28.01 -114.52 Khcc:Comp. & Clad. Table 6-3 Case 1 = 1.03 Qhcc: .00256*V^2*Khcc*Kht*Kd = 41.19 psf N3ECANInd Version 2 . 1 . 0 . 6 per ASCE 7-10 Developed by AECA Enterprises, Inc. Copyright 2012 www.mecaenterprises.com Date : 7/15/2012 Project No. : 1212 Company Name : Edward A. landers, P.E. Designed By : Edward A. Landers, P.E. Address : 7850 NW 146th Street Description : RESIDENCE City : Miami Lakes, Customer Name : 147 NW 109TH STREET State : Florida 33016 Proj Location : MIAMI SHORES, FLORIDA File Location: C:\Program Files\MECAWind\1212328-01.wnd Envelope Procedure per ASCE 7-10 Chapter 28 Part 1 All pressures shown are based upon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = D Natural Frequency = NIA Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Damping Ratio (beta) = 0.01 Alpha = 11.50 Zg = 700.00 ft At = 0.09 Bt = 1.07 Am = 0.11 Bm = 0.80 Cc = 0.15 1 = 650.00 ft Epsilon = 0.13 Zmin = 7.00 ft Slope of Roof = 3 : 12 Slope of Roof(Theta) = 14.04 Deg Ht: Mean Roof Ht = 12.00 ft Type of Roof = Gabled RHt: Ridge Ht = 14.00 ft Eht: Eave Height = 10.00 ft OH: Roof Overhang at Eave= 1.00 ft Roof Area = 1979.00 ft^ 2 Bldg Length Along Ridge = 60.00 ft Bldg Width Across Ridge= 30.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0..6*Ht = 7.20 ft lzm: Cc*(33/Zm)^0.167 = 0.19 Lzm: 1*(Zm/33)^Epsilon = 537.36 ft Q: (1/(1+0.63*( (B+Ht) /Lzm)110.63) )^0.5 = 0.94 Gust2: 0.925*( (1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm) ) = 0.90 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi Internal Pressure Coefficient = +/-0.18 i Low Rise Bldg Provisions per Fig. 28.4-1: MWFRS Load Case A cow M Cmm Load Coo A CMATmdan Transverse Mection 1 y f Building GCpf +GCpi -GCpi qh Pressure surface psf psf -------- ------ ------ ------ --------- --------- 1 0.48 0.18 -0.18 41.19 27.19 2 -0.69 0.18 -0.18 41.19 16.00 3 -0.44 0.18 -0.18 41.19 16.00 4 -0.37 0.18 -0.18 41.19 16.00 1E 0.72 0.18 -0.18 41.19 37.07 2E -1.07 0.18 -0.18 41.19 16.00 3E -0.63 0.18 -0.18 41.19 16.00 4E -0.56 0.18 -0.18 41.19 16.00 IT * * * * .00 2T * * * * .00 3T * * * * .00 4T * * * * .00 .Low Rise Bldg Provisions per Fig. 28.4-1: M MS Load Case B 3 '•s e� P'f 50 umdW OxW ice uxW case rte ter tai Amd Y 8 x LonORWInW Di I t Building GCpf +GCpi -GCpi qh Pressure Surface psf psf -------- --------- --------- --------- --------- --------- 1 -0.45 0.18 -0.18 41.19 -25.95 2 -0.69 0.18 -0.18 41.19 -35.84 3 -0.37 0.18 -0.18 41.19 -22.65 4 -0.45 0.18 -0.18 41.19 -25.95 5 0.40 0.18 -0.18 41.19 23.89 6 -0.29 0.18 -0.18 41.19 -19.36 1E -0.48 0.18 -0.18 41.19 -27.19 2E -1.07 0.18 -0.18 41.19 -51.49 3E -0.53 0.18 -0.18 41.19 -29.24 4E -0.48 0.18 -0.18 41.19 -27.19 5E 0.61 0.18 -0.18 41.19 32.54 6E -0.43 0.18 -0.18 41.19 -25.13 1T * * * * .00 2T * * * * .00 3T * * * * .00 4T * * * * .00 5T * * * * .00 6T * * * * .00 Figure 28.4-1 - Low-Rise Wal And Roof Figure Notes: Notes: 1) Pressure = qh * (GCPf - (+/- GCpi) ) , only max value shown 2) For Torsional Load Cases, the zones are designated with a "T". The pressures(Min P & Max P) are 25% of the full design wind pressures(Ld Case 1T=25%*1(ld case 1),2T=25%*2,3T=25%*3,4T=25%*4) . Exceptions to Torsional Load Cases: One story buildings with mean roof height<=30 ft(9.1m), buildings with two stories or less framed with light frame construction, and buildings two stories or less designed with flexible diaphragms need not be designed for the Torsional Load Cases. (Note 5 of Figure 6-10) ' I Edward A. ;o IJtPtDERS,P.E. CONSULTING ENGINEERS �nau�aL .swmamn Tel. (305)j 823-3938 Fax (305) 823-9355 7 5.0 RESIDENCE Ilu v 0 147 N .W. 109 ST. _, IL 211 MIAMI SHORES, F L. 33162 - l INDEX T i �f1rlr��,�>>F�t ALL FCLIE'VI . ity " COVER SHEET C-1 COVER SITE PLAN . -� ARCHITECTURAL D-1 EXISTING/DEMO FIRST FLOOR PLAN ., A-1 PROPOSE FLOOR PLAN,ELEV. O 0 O STRUCTURAL 0 PSET S-1 STRUCTURAL NOTES 1— N 8-2 FOUNDATION PLAN (� - ° EXISTING 1212 1212328 a ONE STORY C.B.S. SCOPE OF WORK ®� Wo" ro�uaa cm nee nrsoxcr mrom ALTERATION II � AT. m+mmm cs an u�wam m cm�wa wx EXTERIOR PORCH RENOVATION. '..., .' APPADYEDHY dl -NO ELECTRICAL -NO PLUMBINGAL , � AREA OF WORK I W AREA OF WORK APPLICABLE CODE& -FLORIDA BUILDING CODE-2010 EDITION NORM LOCATION PLAN N.T.S. Q LEGEND: 75.00' w� 0 DENOTES EXISTING Ifxit HOUSE TO REMAIN: N.W. 109 th STREET �/\ gW ---------------- ----- - V, amd DENOTES NEW ADDITION: Nonni SITE PLAN oS z W �tq SCALE:1/8=P-0° Z� C-1 LLI Edward A. MDERS, P.E. CONSULTING ENGINEERS Imo a,m mepa,.a®n ma Tel. (305) 823-3938 Fox (305) 823-9355 DEMOLITION NOTES: THE CONTRACTOR SHALL OBTAIN A DEMOLITION PERMIT AND ANY OTHER REQUIRED APPROVAL PRIOR TO THE EXECUTION OF ANY DEMOLITION, AND FURNISH ALL LABOR AND MATERIALS REQUIRED TO COMPLETE THE DEMOLITION, SELECTIVE REMOVAL AND SUBSEQUENT OFF SITE DISPOSAL OR STORAGE OF ALL ITEMS WITHIN THE PROJECT AREA. A SCHEDULE SHALL BE SUBMITTED TO OWNER ALONG WITH THE DEMOLITION BID. THE CONTRACTOR SHALL COORDINATE DEMOLITION WITH THE LANDLORD, OWNER, LEASING AGENT AND/OR TENANT AND SHALL MEET THE RULES AND REGULATIONS SET FORTH BY III THE LANDLORD, OWNER, AND/OR LEASING AGENT. ADJUSTABLE I II II I PIPE SHORE THE CONTRACTOR SHALL SUPPLY THE LANDLORD & CLIENT WITH ALL DOCUMENTATION W-0" O.C. (TYP) llI IllI j REQUESTED. "INSTALL AS If LK - -____-- THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION DUMPSTER AND/OR CHUTE INTERIOR CLEANED" L-- --e------ --I- --- —J LOCATION WITH LANDLORD PRIOR TO PLACEMENT. THE CONTRACTOR SHALL PROTECT THE ARCADE, BUILDING EXTERIOR, ROADWAY, AND LANDSCAPE FROM DAMAGE DURING L------J REMOVE EXISTING DEMOLITION. DECK COLUMNS&RAILS THE PROJECT AREA SHALL BE MAINTAINED IN A SAFE AND CLEAN CONDITION AT ALL TIMES. IF ANY HAZARDOUS MATERIALS DURING DEMOLITION, COMPLY WITH PROPOSED FLOOR PLAN APPLICABLE REGULATIONS, LAWS ARE 0 DIUNANCES RELATIVE. TO REMOVAL, HANDLING, AND PROTECTION AGAINST EXPOSURE OR ENVIRONMENTAL POLLUTION. NOTIFY LANDLORD AND SCALE:1/4"=1'-(r OWNER IMMEDIATELY. ALL ITEMS OF SALVAGEABLE VALUE AS DETERMINED BY THE CLIENT, LANDLORD, LEASING AGENT AND/OR TENANT SHALL BE CAREFULLY REMOVED, SURFACE CLEANED LABELED, STORED AND TURNED OVER TO THE OWNER AND/OR LANDLORD. RECONNECT ELECTRICAL OUTLETS AFFECTED BY DEMOLITION TO PANELS AS REQUIRED BY NEW LAYOUT. TERMINATE EXPOSED CONNECTIOS PER N.E.C. ANY PLUMBING ENCOUNTERED IN AREA AFFECTED BY DEMOLITION SHALL BE CAPPED TO BUILDING STANDARD. n�ni'�� REMOVE EXISTING INTERIOR PARTITIONS AS INDICATED ON THE DEMOLITION PLAN, PERMIT EXISTING ROOF ALL FIRE PROTECTION DEVICES SUCH AS HORN STROBES, PULL STATIONS, SMOKE ,SET DETECTORS FIRE EXTINGUISHERS, HOSE CABINETS ETC. SHALL BE SALVAGED, LABELED AND STORED FOR RE—USE. FIRE ALARM SYSTEM SHALL BE MAINTAINED IN OPERABLE CONDITION. ALL LIGHTING FIXTURES ARE TO BE NEWS. 1212328 CONTRACTOR SHALL COORDINATE DEMOLITION WITH CLIENT SPECIFICATIONS AND TENANT,S owl DRAWINGS. COORDINATE WITH CONSTRUCTION DRAWINGS PRIOR TO BEGINNING DEMOLITION. mm mumws eow.na�au-m xa ro u�cm,n¢wa¢cr Arnim CONTRACTOR SHALL PATCH AND REPAIR ALL HOLES IN THE SLAB TO AN AS NEW aarmaaaaxar�uaoa WOOD BEAM ACCEPTABLE FINISH TO ALLOW FOR A PROPER INSTALLATION OF FLOORING. 0�"�0" W0.19SYFR pMg1T NE W�S�. CONTRACTOR SHALL PATCH AND REPAIR ALL CURTAIN WALL MULLIONS AFTER REMOVAL OF EXISTING FRAMING. ¢ u m°'s",�o"na�a werou�m,"rov r n ¢ SEE ELECTRICAL, MECHANICAL & HVAC PLANS FOR FURTHER DEMOLITION NOTES. nvaaovmer nay PREPARE THE EXISTING CONCRETE SLABS AS REQUIRED TO BE EVEN ELEVATION THROUGHOUT, SMOOTH, CONTINUOUS LEVEL & READY TO ACCEPT NEW FINISHED. THIS INCLUDES "FLOATING" AN UNACCEPTABLE EXISTING SLAB AS REQUIRED, OR FILLING A SLAB AT HOLES OR IMPERFECTIONS LEFT BECAUSE OF THE DEMOLITION OF WALLS. THE EXISTING AND NEW SLABS BE AT THE SAME CONTINUOUS ELEVATION. THE DISPOSAL OF ALL DEMOLITION ITEMS TO BE BY THE CONTRACTOR, HAULED AWAY FROM THE SITE. OWNER RESERVES THE RIGHT OF FIRST REFUSAL. ADJUSTABLE THE CONTRACTOR TO CAREFULLY REMOVE AND STORE ALL DOORS AND FRAMES THAT ARE PIPE SHORE INDICATED TO BE REMOVED FOR REUSE. VERIFY ALL SWINGS WITH FLOOR PLANS FOR POSSIBLE REUSE OF EXISTING DOORS AND FRAMES TO REMAIN. ©t)_'-Q" 0.C. POWER TO BUILDING SHALL BE MAINTAINED AT ALL TIMES. COORDINATE WTH LANDLORD 72 LQ HOURS PRIOR TO PROPOSED INTERRUPTION. I COORDINATE NTH LANDLORD PRIOR TO ANY WORK ON BUILDING SHELL AND ROOF SYSTEM. V 2X12 REMOVE ALL WRING FROM DEMOLISHED RECEPTACLES TO SOURCE PANEL. REMOVE ALL WOOD BEARING ABANDONED WRING. PLATES Z VIC �V DEMOLITION LEGEND: Q uj° DENOTES EXISTING WALL TO REMAIN: SHORING DETAIL (/� o0 DENOTES EXISTING WALL TO BE REMOVED: NTS �co) zZ ? F D-9 ,•- Edward A. MDERS, RE CONSULTING ENGINEERS mm n yam� nr u®n me Tel. (305) 823-3938 Fox (305) 823-9355 a' B°5 a° .N I a• B' 15'-5° 8' PROPOSED FLOOR PLAN SCALE:1W T-(' PERMIT SET mwmm- 1212328 cm SAW EXISTING ROOF su.m wpm TO RENPIN �r a BCM.D)mrrmwa xora�r ne samcmwasavras wcw m APPROYEDDY DATE PR COLUMNS m PROPOSED FRONT ELEVATION SCALE:1l4'=T-U' 0 QW O coo O LuO= �co s V Q E 0 � „� A-1 . ' GENERAL STRUCTURAL NOTES Edward A. (Florida Building Code-RESIDENTIAL 2010 Edition) LMDM,P.E. G E N E R A L: CONSULTING ENGINEERS STRUCTURAL OBSERVATIONS: ��'�� ° '"�° 6. COLUMN REINFORCEMENT: DOWELS TO BE SAME SIZE AND NUMBER H STRUCTURAL WOOD Tel. 305 823-3938 D THE DRAWINGS ARE INTENDED TO SHOW THE GENERAL ARRANGEMENT, VERTICAL REBARS ABOVE. LAP 38 DAR DIAMETER IO MINIMUM OF 18 INCHES, DESIGN AND EXTENT OF THE WORK AND ARE PARTIALLY DIAGRAMMATIC. THEY 1. THE ENGINEER OF RECORD MUST BE U.O.N. PROVIDE RIGID TEMPLETS FOR DOWEL LOCATION. PROVIDE STANDARD Fax 305 823-9355 ARE NOT INTENDED TO BE SCALED FOR ROUGH-IN MEASUREMENTS,OR TO RETAINED AS THE STRUCTURAL INSPECTOR,AND NOTIFIED AT LEAST 24 HOURS HOOKS AT TOP OF ALL VERTICAL REINFORCEMENT AT NONCONTINUOUS SERVE AS SHOP DRAWINGS OR PORTIONS THEREOF. PRIOR TO ANY CONCRETE PLACING OR OTHER OPERATIONS THAT WALL CONCEAL COLUMNS(U.O.N.). 1. TO CONFORM TO RULES OF THE MANUFACTURER'S ASSOCIATION UNDER STRUCTURAL ELEMENTS. UNLESS EVERY STRUCTURAL ELEMENT WAS HOSE RULES THE LUMBER IS PRODUCED. (SEE SUPPLIER'S SPECIFICATIONS). 2. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE ADEQUATELY OBSERVED BY THE STRUCTURAL ENGINEER-OF-RECORD(OR HIS TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION REPRESENTATIVE),THE ENGINEER WILL NOT ISSUE THE REQUIRED 7. ALL DOWELS FOR COLUMNS SHALL BE SECURED IN POSITION PRIOR TO 2 TO BE AIR DRIED,WELL SEASONED AND GRADE MARKED AT MILL ELSEWHERE ON THE PROJECT,EXCEPT WHERE A DIFFERENT DETAIL OR SECTION "STATEMENT OF INSPECTION". CONCRETING. PUSHING THE DOWELS INTO POSITION IN WET CONCRETE IS NOT IS SHOWN. PERMITTED. 2. IN THE EVENT THAT THE ENGINEER OF RECORD WERE NOT RETAINED TO 3. TO DE NO.2 SOUTHERN PINE 3. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR AND ALL THE PERFORM STRUCTURAL OBSERVATIONS, THE OWNER AND THE CONTRACTOR MUST 8. BEAM REINFORCEMENT: LAPPED 36 BAR DIAMETER OR MINIMUM 18 INCHES SUBCONTRACTORS SHALL VERIFY ALL GRADES,ONES,LEVELS,DIMENSIONS AND NOTIFY THE BUILDING DEPARTMENT AND OBTAIN AN APPROVAL OF THE ENGINEER (SEE BEAM DIAGRAM ON PLAN). BOTTOM BARS SPLICED ONLY AT SUPPORTS, TOP COORDINATE EXISTING CONDITIONS AT THE JOB SITE WITH THE PLANS AND ENGAGED TO PERFORM THE INSPECTIONS,BEFORE START OF ANY STRUCTURAL BARS SPLICED ONLY AT MID-SPAN. ALL TOP BARS HOOKED AT NONCONTINUOUS 4. ALL STRUCTURAL WOOD TO BE SURFACED FOUR(4)SIDES(S-4-S)WITH A SPECIFICATIONS. THEY SHALL REPORT ANY INCONSISTENCIES OR ERRORS IN WORK. EDGES(U.O.N.). ALL HOOKS TO BE STANDARD 90 DEGREE HOOKS AS REQUIRED MINIMUM FIBER STRESS IN BENDING OF 1,200 P.S.I.AND A MAXIMUM MOISTURE THE ABOVE TO THE ARCHITECT/ENGINEER BEFORE COMMENCING WORK. THE (U.O.N.). CONTENT OF 19 PERCENT. CONTRACTOR AND HIS SUBCONTRACTORS SHALL LAY OUT THEIR WORK FROM 3. IT IS UNDERSTOOD THAT THE ENGINEER WILL NOT BE HELD RESPONSIBLE ESTABLISHED REFERENCE POINTS AND BE RESPONSIBLE FOR ALL LINES, AND LIABLE FOR ANY OF THE CONTRACTOR'S WORK WHICH WAS NOT PROPERLY 9. ADDED REINFORCEMENT: PROVIDE ADDITIONAL CORNER BARS BENT 36 5. ALL LUMBER AND PLYWOOD IN CONTACT WITH CONCRETE,STUCCO, ELEVATIONS AND MEASUREMENTS IN CONNECTION PATH THEIR WORK. OBSERVED BY THE ENGINEER-OF-RECORD(OR HIS REPRESENTATIVE)OR FOR INCHES MINIMUM EACH WAY AT°L°AND°T"CORNERS IN OUTER FACES OF ALL MASONRY OR OTHER CEMNTATI(R1S MATERIALS SHALL BE TREATED TO ANY WORK,APPROVED BY THE INSPECTING ENGINEER(OTHER THAT THE BEAMS TO MATCH ALL HORIZONTAL BAR(TOP,BOTTOM AND INTERMEDIATE 4. IF ANY ERRORS OR OMISSIONS APPEAR IN THE DRAWINGS,GENERAL NOTES ENGINEER-OF-RECORD)WHICH MODIFIES OR CHANGES THE STRUCTURAL PERMIT REBARS). COMPLY WITH AWPA STANDARD LP-2. OR OTHER DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN RECORD DOCUMENTS. 10. SEE PLAN FOR MINIMUM SIZE CONCRETE TIE BEAM REQUIREMENTS. 6. STORE ALL LUMBER ABOVE GRADE OR FLOOR. STACK TO ALLOW PROPER AIR WH WRITING OF SUCH OMISSION OR ERROR PRIOR TO PROCEEDING WITH ANY WORK ICH APPEARS IN QUESTION. IN THE EVENT OF THE CONTRACTOR'S FAILING TO CIRCULATION AND PROTECT FROM WETTING WITH SUITABLE COVER. GIVE SUCH AN ADVANCED NOTICE,HE SHALL BE HELD RESPONSIBLE FOR THE STRUCTURAL DESIGN CRITERIA: REINFORCED MASONRY WALLS: RESULTS OF ANY SUCH ERRORS OR OMISSIONS AND THE COST OF RECTIFYING THE SAME. 1. THE DESIGN COMPLIES WITH THE REQUIREMENTS OF THE FLORIDA 1. HOLLOW LOAD-BEARING MASONRY UNITS SHALL CONFORM TO ASTM C-90, 5. THE CONTRACTOR SHALL USE THE STRUCTURAL DRAWINGS AND BUILDING CODE- (2010 EDITION)AND OTHER REFERENCED CODES TYPE I,GRADE N.SQUARE END,WITH A MINIMUM AVERAGE COMPRESSIVE SPECIFICATIONS TOGETHER WITH THE ARCHITECTURAL,MECHANICAL, AND SPECIFICATIONS. ALL CODES AND SPECIFICATIONS SHALL BE LATEST STRENGTH ON NET AREA OF fm=1,500(PSI). ELECTRICAL AND OTHER TRADE DRAWINGS AND SHOP DRAWINGS, TO LOCATE EDITION AT TIME OF PERMIT. DEPRESSED SLABS,SLOPES,DRAINS,OUTLETS,RECESSES,OPENINGS,BOLT SETTING,SLEEVES,DIMENSIONS,ETC. NOTIFY ARCHITECT/ENGINEER,IN 2 WIND LOAD CRITERIA GCPI}0,18 2 SPECIAL INSPECTOR SERVICES ARE REQUIRED FOR ALL REINFORCED WRITING,OF ANY POTENTIAL CONFLICTS BEFORE PROCEEDING WITH THE WORK. MASONRY CONSTRUCTION. THE SPECIAL INSPECTOR SHALL INSPECT THE BASED ON ANATEGOR 7-10 BASIC AND VELOCITY 175 MPH, PLACING OF THE REBARS IN THE CELLS,VERIFY CLEANLINESS OF THE CELLS TO SHOP DRAWINGS & DELEGATED ENGING: OCCUPANCY CATEGORY n(AT HURRICANE ocEANLINE),EXPOSURE°D°. THE GROUTED,AND OBSERVE THE PLACING OF THE GROUT OR CONCRETE INTO 3. ROOF DESIGN LOADS: 1. ALL STOP DRAWINGS STALL BE SUBMITTED FOR ENGINEER'S REVIEW ONLY DEAD LOADS: .......25 PSF 3. MORTAR SHALL CONFORM TO ASTM C-270,TYPE°M°OR°S°. LIVE LOADS: .......30 PSF AFTER THEY HAVE BEEN THOROUGHLY REVIEWED BY THE CONTRACTOR FOR 4. LAY ALL MASONRY WITH FULL FACE HEAD JOINTS AND WITH FACE SHELL CONSTRUCTION METHODS,DIMENSIONS AND OTHER TRADE REQUIREMENTS, 4. FLOOR DESIGN LOADS: MORTAR BEDDING. AND STAMPED WITH THE CONTRACTOR'S APPROVAL STAMP. THE ENGINEER DEAD LOADS: .......25 PSF ASSUMES NO RESPONSIBILITY FOR DIMENSIONS,QUANTITIES,ENGINEERING LIVE LOADS: .......40 PSF 5. MASONRY ANCHORAGE TO SUPERSTRUCTURE SHALL BE PROVIDED IN DESIGN BY DELEGATED ENGINEERS,ERRORS OR OMISSIONS AS A RESULT OF ACCORDANCE WITH STRUCTURAL DRAWINGS AND DETAILS. , REVIEWING ANY SHOP DRAWINGS. ANY ERRORS OR OMISSIONS MUST BE MADE g YANG NET UPLIFT ON ROOF TRUSSES: GOOD BY THE CONTRACTOR,IRRESPECTIVE OF RECEIPT,CHECKING OR REVIEW OF DRAWINGS BY THE ENGINEER AND EVEN THOUGH WORK IS DONE IN 8. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT PRIOR REVIEW ACCORDANCE WITH SUCH DRAWINGS. OF THE ENGINEER. 2. BEFORE STRUCTURAL INSPECTIONS CAN BE MADE ON A PORTION OF THE 7. VERTICAL REINFORCING: STRUCTURE,ALL RELATED ATOP DRAWINGS,DELEGATED ENGINEERING, PRODUCT APPROVAL,MANUFACTURER'S DATA AND OTHER RELATED CONCRETE AND REINFORCING: (A) ASTM A-615 PER REINFORCING SECTION. PERMIT INFORMATION,MUST BE REVIEWED AND ACCEPTED IL THE (B) WHEN A FOUNDARON DOWEL.DOES NOT LINE UP WITH A VERTICAL CORE IT ENGINEER-OF-RECORD AND APPROVED BY THE BUILDING DEPARTMENT. C 1. CONCRETE DESIGN AND REINFORCEMENT IN ACCORDANCE WITH "BUILDING SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL INCH TO SIX INCHES SET CODE REQUIREMENTS FOR REINFORCED CONCRETE' VERTICAL FOR ALIGNMENT, EVEN THOUGH IT IS IN A CELL ADJACENT TO THE 3. ALL SHOP DRAWINGS SHALL CONTAIN THE MINIMUM INFORMATION, AND WITH°DETAILS AND DETAILING OF CONCRETE REINFORCEMENT" VERTICAL WALL REINFORCING. OUIUNED IN THE FLORIDA BUILDING CODE 2. ALL CONCRETE WORK IN ACCORDANCE WITH*SPECIFICATIONS FOR (C) VERTICAL REINFORCING STEEL SHALL BE PLACED CENTERED IN THE CELL 4. ALL LAP 48 BAR-DIAMETERS. PROVIDE BAR SPACERS AS REQUIRED TO MAINTAIN REQUIREMENT OF T14ENFLOR DASBUILDING CODE PLY NTH ALL THE STRUCTURAL RODUCTIION OFF CONCRETE,DELIVERY,PLACING AND CURING TO BE IN REINFORCING SECURED IN POSITION. 212328 SHOP DRAWINGS STRUCTURAL PLANST(IRELAALL TED INFORMATION DELEGATED DESIGN)INCLUDING ACCORDANCE PATH"HOT WEATHER CONCRETING" (D) VERTICAL REINFORCEMENT SHALL BE PROVIDED AT EACH SIDE OF OPENINGS ALL DESIGN LOADS,IN ADDITION TO THE INFORMATION REQUIRED BY THE IN WALL,AT WALL INTERSECTIONS,CORNERS AND ENDS. THIS REINFORCING DELEGATED ENGINEER'S DESIGN. 3. ALL CONCRETE TO BE REGULAR WEIGHT WITH A DESIGN STRENGTH OF 5,000 SHALL BE THE SAME SIZE AS THE SCHEDULED WALL REINFORCING FOR THE P.S.I.AT 28 DAYS. MAXIMUM SLUMP 4°. PARTICULAR WALL BUT NEVER LESS THAN A#5 REBAR. SPECIAL CARE SHALL BE 5. THE ENGINEER OF RECORD SHALL REVIEW ALL SHOP DRAWINGS,PREPARED AND TAKEN TO INSURE THAT CELLS TO BE GROUTED UNE UP PROPERLY AND ARE m u�AWn�.a uu'vir m� SIGNED AND SEALED BY THE CONTRACTOR'S DELEGATED ENGINEER,ONLY FOR 4. ALL REINFORCING TO BE NEW BILLET STEEL CONFORMING TO THE LATEST CLEAN OF EXCESS MORTAR. wm owl wm ae w GENERAL COMPLIANCE WITH THE DESIGN INTENT,REQUIRED LOADING AND A.ST.M.A-615 GRADE 60,FABRICATED IN ACCORDANCE WITH C.R.S.I. MANUAL OF e`nau'�r COORDINATION WITH THE STRUCTURE DESIGNED BY THE ENGINEER OF RECORD. STANDARD PRACTICE AND PLACED IN ACCORDANCE WITH LAP SPLICE (E)TC-1 REINFORCING SHALL BE @5 VERTICAL IN CONCRETE FILLED CELLS WHERE °d"���•�TM"�� ,var eu max®mm emo s+w.sm PER A.W.318-02 SEC.12.2.3,30.5°MIN INDICATED ON PLANS aar aaewm mereas Aom-r TMs 6. CONTRACTOR SHALL SUBMIT TO THE ENGINEER OF RECORD,ONLY ONE SET OF ro SEPIA AND ONE SET OF BLUE PRINTS OF THE STRUCTURAL SHOP DRAWINGS FOR 5. CONCRETE COVER UNLESS OTHERWISE DETAILED ON DRAWINGS: (F) ALL VERTICAL REINFORCING SHALL BE HOOKED INTO THE BOND BEAMS AT ENGINEER'S REVIEW,BEFORE STARTING FABRICATION. THE ENGINEER WALL THE NON-CONTINUOUS END OF THE REBARS. RETURN THE MARKED-UP AND STAMPED SEPIA TO THE ARCHITECT. THESE SEPIA GRADE BEAMS: (BOTTOM) 3° �� COPIES SHALL BE USED TO MAKE PRINTS AS REQUIRED FOR HE SHOP DRAWING (TOP&SIDES) ... .....2" (G) PROVIDE INSPECTION HOLES AT THE BOTTOM OF EACH REINFORCED DISTRIBUTION. SETS OF BLUE PRINTS(WITHOUT SEPIA)WILL NOT BE ACCEPTED. MASONRY CELL,AS REQUIRED FOR UFTS HIGHER THAN 5 FT. EXTERIOR SLABS ON GRADE: (BOTTOM) .... 2° MAX LIFT TO BE 8'ON H. {TOP) .... . 1-1/2° CONSTRUCTION MEANS AND METHODS: COLUMNS AND BEAMS: (TO THE TIES) ...1-1/2° 8. HORIZONTAL REINFORCING: PROVIDE GALVANIZED#9 GAGE,LADDER TYPE HORIZONTAL JOINT REINFORCING 1. THE CONTRACTOR IS RESPONSIBLE AND SHALL COMPLY NTH THE SAFETY EVERY SECOND BLOCK COURSE(1'-4"O.0 VERTICALLY)LAPPED 7-1/2". PROVIDE REQUIREMENTS OF THE FLORIDA BUILDING CODE AND SPECIAL HORIZONTAL REINFORCING AT°T°AND°L°INTERSECTION. ANCHOR TO ALL LOCAL,STATE AND FEDERAL LAWS. SOIL STATEMENT COLUMNS WITH MINIMUM 4"EXTENSION INTO AREA OF POUR. 2. PROVIDE ALL SHORING,BRACING AND SHEETING AS REQUIRED FOR SAFETY, 9. PROVIDE"DOVE-TAIL" ANCHORS AT 16°O.C.VERTICALLY FOR ALL MASONRY STRUCTURAL STABILITY AND FOR THE PROPER EXECUTION OF THE WORK. THE NATURE AND CHARACTER OF THE SOIL CONDITION BENEATH THE PLACED ADJACENT TO ALREADY IN PLACE COLUMNS W REMOVE WHEN WORK IS COMPLETED. STRUCTURAL FOOTING HAS BEEN OBSERVED TO HAVE UNDISTURBED SAND AND ROCK PRESUMED TO HAVE AN ALLOWABLE BEARING CAPACITY 10. CELL FILLING CONCRETE SHALL BE"PEA DOCK"CONCRETE MIX(8"TO 9" 3. PROVIDE AND MAINTAIN GUARD LIGHTS AT ALL BARRICADES,RAILINGS, OF 2000 PSF AT THE TIME OF CONSTRUCTION,A FLORIDA REGISTERED SLUMP)OR GROUT WITH fc=3,500 PSI MIN.AT 28 DAYS. OBSTRUCTIONS IN THE STREETS,ROADS OR SIDEWALKS AND ALL TRENCHES OR ENGINEER SHALL PROVIDE A SIGN AND SEALED WRITTEN REPORT V PITS ADJACENT TO PUBLIC WALKS OR ROADS. VERIFYING ACTUAL SOIL BEARING VALUES STATING THAT THE SOIL BEARING 11, LINTELS ARE AS ASSUMED. 4. AT ALL TIMES,PROVIDE PROTECTION AGAINST WEATHER(RAIN,-WAND. A. THE CONTRACTOR SHALL PROVIDE PRECAST CONCRETE OR CAST-IN-SITE LINTELS STORMS OR THE SUN),SO AS TO MAINTAIN ALL WORK,MATERIALS,APPARATUS AT THE HEADS OF ALL OPENINGS IN MASONRY WALLS NOT EX-CEEDING SIX(6)FEET AND FIXTURES FREE FROM INJURY OR DAMAGE. IN WIDTH WHERE BEAMS HAVE NOT BEEN SPECIFIED. FOR OPENING ADJACENT TO CONCRETE COLUMNS- THE LINTEL SHALL BE CAST-IN-PLACE WITH THE COLUMN. S. AT OF THE DAYS WORK, COVER ALL WORK LIKELY TO BE DAMAGED. ANY WORK K DAMAGED BY FAILURE TO PROVIDE PROTECTION SHALL BE B. LINTEL MAY BE INTEGRAL NTH THE STRUCTURAL OR TIE BEAM WHEN HEAD OF REMOVED AND REPLACED WITH NEW WORK AT THE CONTRACTOR'S EXPENSE. THE OPENING IS 16 INCHES OR LESS BELOW. CONTINUE BEAM'S TYPICAL BOTTOM Q REBARS 6. THE CONTRACTOR SHALL PAY FOR ALL DAMAGES TO ADJACENT PROPERTY AT6 INCHES THROUGH D.C.A EACH END2A DROP�FM TRUSS BARS AT DROPS AND 2-$3 STIRRUPS Q C. MINIMUM BEARING FOR ALL UNTELS 8 INCHES EACH SIDE OR PROVIDE DOWELS O W��0,,", AND POCKETS IN ADJACENT CONCRETE COLUMNS. W D. LINTEL TO BE MINIMUM OF 8 INCHES DEEP WITH 2-#4 TOP AND BOTTOM FOR CLEAR ` �Ll SPANS LESS THAN 6 FEET, 12 INCHES DEEP WITH 2-@5 TOP AND BOTTOM AND 2-#3 STIRRUPS AT 6 INCHES O.C. EACH END,FOR SPANS GREATER THAN 6 FEET(UP TO 8 CO LU FEET). CALL ENGINEER FOR SPANS LARGER THAN 8 FEET NTH NO SPECIFIED BEAMS OR UNTELS OVER. OO TERMITE PROTECTION COMPLIANCE z �Z GENERAL CONTRACTOR TO PROVIDE A CERTIFICATE 2 OF COMPUANCEBY LICENSED PEST CONTROL COMPANY E THAT CONTAINS THE FOLLOWING STATEMENT AS PER FBC 2010 EDITION ,/ �Q Q 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT Y FOR THE PREVENTION OF SUBTERRANEAN TERMITE TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES" S-1 �rNra�rr r / �t,�t'v►� IQ�`�- Edward A" AM,P.E. EXISTING 2 X 6 030" O.C. CONSULTING ENGIN—EWS ROOF FRAMING (TO REMAIN) / '°'■°°°'� Offi,°"®"�" T®�. (305 823-3 38 Fax (3053 823-955 EXISTING (2) 2X6 o WOOD BEAM I x 6 PT FILLER-- — I o N 1/2'THRU EXISTING ROOF J \ BOLT S' KNEE � \� 2— 1/4° X 4' WALL ' ` —. LAG BOLTS EACH SIDE I 1 1 4" CONCRETE SLAB , / C-1 4" CONCRETE SLAB I� ® ' 6" 4" 1 I, W/6X6X1O/10 WWF EXISTING t ISM W/8XBx1 O/10 WWF I 8 a I If B ROOF TO REMAIN NW' F t _ F 1 $$ / -^�i ' ' �_� -I I FOUNDATION SCHEDULE / F_1 1 I ---.._--- — 4 �r �_�� (- WF-16 iZ" X 18' W/ Z-fib BARS BOTT W/ C-1 ! C-t -1 #5 TRANSVERSE BARS 0 24" O.C. S TOP &XB2'-O"X 2'-0" W/4- #5 BARS E.W. \ 2-1/2'THRU BOLT WALL 6" WF-16 F-1 D EXISTING COLUMN SCE EP WOOD BEAM 8'-10" g'-4« TC-2 1 — # 6 BAR IN FILL CELL 024" O.C. EXISTING W/2— 1"X6"FILL STRUCTURE 15'-5' C-1 4 X 4 X 3/8 STEEL TUBE W/ CONC. FILL FOUNDATION/ DECK PLAN BEAM SCHEDULE PERMIT SCALE&V-r-U' A R « « SET Fl t to 1212328 I I W/6x6x10/t0 SLAB F 02m I I W � � � :■ I 8 X 8 X BOTT PLA jai. •m W/4-W X 6° BOLTS .•o.m RA as e #1 BARS F-1 SLAB UPLIFT: 590 W/6x6X10�;0 WWF R 'I�: 82� AVf 4 STING I A SECTION AD 1x :. x . X 6 03 ING ( REMAI O.C. P LAN LEGEND: SCALE.,314-r-0" w : !'WF—i6 _ _ -x —— — t--16"--q, I DENOTES EXISTING -d 11 177, i /'C'NSECTION s a SCALE:314 a 11-Cr EXISTING —1 ROOF PLAN c-1 WOOD BEAM (BELOW) (BELOW) 4« SLAB 11' n" � o SCALE:318"a1'-0" (BELOW) 16' 2' —2 W/6X6X10/0 WYE W/6XBX10/10 W 4 BARS .0 NOSE �{JO IN FILL CELL X12 Q.C.E.W. ( ) q u WIND PRESSURE ZON A TERMITE PROTECTION COMPLIANCE @24«O.C.ES FOR ROOF a GENERAL CONTRACTOR TO PROVIDE A CERTIFICATE �/� 60 111 ZONE O OF COMPUANCEBY LICENSED PEST CONTROL COMPANY i \\ �\ ' TQ-2 �� fi EXIST ALKW �/� 01 0: THAT CONTAINS THE FOLLOWING STATEMENT OO AS PER FBC 2010 EDITION RA tf BAit� OR NE CR e•Z IN FlLL CELL GROSS -44.5 -77.4 -114.5 \� \\i\ 024°Q.0 UPLIFT "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT 6VF=16 GRAVITY +10.0 +90,0 +10.0 FOR THE PREVENTION OF SUBTERRANEAN TERMITE y _16 TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS NET UPLIFT -34.5 -67.4 -104.5 ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES" B SECTION �D SECTION �? S2 SCALE:3/441'-0" \ $2 jSCALE 344-1'-0" � S„2 �.