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05-1333-000OUR,, DEPARTMENT OF PLANNING AND ZONING d3T IMPACT FEE RECEIPT 06-1-333 PROCESS # B20050905720 - 0 FOLIO # 0940360390660 FEEPAYER: BABEL, LUIS 1700 S BAYSHORE LN BATCH SITE ADDRESS. 5720 SW 82 ST COLLECTION NO 71421 DATE 1112212005 TOTAL AMOUNT DUE: $2,45657 PAID CHECK: $2,45657 PAID CASH: $000 IFSRP_0005T MIAMI FL 33133 FEE DIST CAT CATEGORY UNITS FEE EXTENDED TYPE ID CODE DESCRIPTION AMOUNT AREA 10 5002 ' 00 UNIT SIZE (SOFT) 3,800 09180 3,488.40 AREA 10 5002 00 UNIT SIZE (SQ FT) -1,124 09180 - 1,031.83 FIRE 30 2001 00 SINGLE FAMILY RESIDENTIAL 0 1767272 000 ROAD 11 210 00 SINGLE - FAMILY DETACHED 0 1,242 0000 0.00 SCHL 10 5001 00 RESIDENTIAL UNIT 1 612.0000 61200 SCHL 10 5001 00 RESIDENTIAL UNIT -1 6120000 - 612.00 TOTAL AMOUNT DUE: $2,45657 PAID CHECK: $2,45657 PAID CASH: $000 IFSRP_0005T r 4 MIAM1� VERIFICATION FORM = Miami -Dade Water and Sewer Departrnefi*PIRES ONE YEAR FROM DATE ON FORM ATLAS PAGE M -19 INV# 80464 FORM # 20057494 DATE 11/17/2005 NAME OF OWNER PROPERTY ADDRESS. PROPOSED USAGE / NO OF UNITS ILUIS & MAYRA RABELL ;5720 SW 82ND ST REPLACES: PREVIOUS I USAGE / NO OF UNITS PROPERTY LEGAL IMETES AND BOUNDS i FOLIO NUMBER IF-09 -4036 -039 -0 0 GALLONS PER DAY INCREASE 0 —� PREVIOUS FLOW r - -350 PREVIOUS SQUARE FOOTAGE* 0 © NEW CONSTRUCTION PROPOSED FLOW ; 3501 PROPOSED SQUARE FOOTAGE 0 ❑INTERIOR RENOVATION THIS IS TO CERTIFY THAT THE MIAMI -DADE WATER AND SEWER DEPARTMENT DOES HAVE A(N) _2_ INCH WATER MAIN ABUTTING THE SUBJECT LEGALLY DESCRIBED PROPERTY WE ARE WILLING TO SERVE THE SUBJECT PROPERTY, (OR, IF "WILL HAVE ", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF WATER FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, (AGREEMENT ID # N /A) SUBJECT TO PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF WATER SUPPLY OR WITHDRAWAL 5uvia Lm-de-Womw6ltsiness — iepomml,tatime BY 40-7c� SIGNATURE OF REPRESENTATIVE AUTHORIZED BY NEW BUSINESS COMMENTS* !EXISTING ACCT ID 6968000336 PLANS REVIEW COMMENTS' CRITERIA: S26 THIS IS TO CERTIFY THAT THE MIAMI -DADE WATER AND SEWER DEPARTMENT DOES NOT HAVE A(N) _ _ INCH GRAVITY SEWER MAIN ABUTTING THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SERVE THE SUBJECT PROPERTY, (OR, IF 'WILL HAVE ", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF SEWER SEWER FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, (AGREEMENT ID # N/A ) SUBJECT TO PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF SEWAGE DISPOSAL FURTHERMORE, APPROVAL OF ALL SEWAGE FLOWS INTO THE DEPARTMENT'S SYSTEM MUST BE OBTAINED FROM D.E.R M THE ANTICIPATED DAILY WATER AND /OR SEWAGE FLOW FOR THIS PROJECT WILL BE NO GALLONS [0] GALLONS PER DAY INCREASE BY SIGNATURE OF REPRESENTATIVE NEW BUSINESS COMMENTS !SEPTIC TANK APPROVAL 05 2563 N PLANS REVIEW COMMENTS* SILVIA LORIE - NEW BUSINESS REPRESENTATIVE AUTHORIZED BY CONTACT NAME. CAT PROCESSING INC Printed On 11117/2005 NB Silvia Lone CONTACT PHONE 12 38 42 PM PR NOV -11 -2005 FRI 01:29 PM LPR BUILDERS FAX NO, 3056400664 P. 02 I At STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT CONSTRUCTION PERMIT FOR: [ X ]New System ( ]Existing System ( )Repair [ ]Abandonment [ CENTRAX #: 13 -SG -25994 DATE PAID: FEE PAID $ RECEIPT OSTDSNBR 05-2563--K ]Holding Tank [ ] Innovative Other ) Temporary I NA ] APPLICANT: Luis i Mavra Rebell AGENT: SR0890744, SMITH WENDFLL PROPERTY STREET ADDRESS: 5720 SW 82 St Miami FL 33143 LOT: 36 -54 BLOCK: 40 SUBDIVISION: Palo Miami Height& [Section /Township /Range /Parcel No.] PROPERTY ID #: 09- 4036- 039 -0060 [OR TAX ]D NUMBER) SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF CHAPTER 64E -6,FAC DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC TIME PERIOD. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE OR LOCAL PERMITTING REQUIRED FOR PROPERTY DEVELOPMENT. SYSTEM DESIGN AND SPECIFICATIONS T [ 1350 ]Gallons SEPTIC TANK A ( 0 ]Gallons N [ 0 ]GALLONS GREASE INTERCEPTOR CAPACITY K ( 0 ]GALLONS DOSING TANK CAPACITY ( 0 MULTI - CHAMBERED /IN SERIES: (Y ] MULTI - CHAMBERED /IN SERIES: (Y ] ]GALLONS @ (0 ]DOSES PER 24 HRS # PUMPS( 0 ] D [ 857 ) SQUARE FEET PRIMARY DRAINFIELD SYSTEM R ( 0 ]SQUARE FEET SYSTEM A TYPE SYSTEM: [ Y ]STANDARD ( N )FILLED ( N ]MOUND [ N ] I CONFIGURATION: ( N ] TRENCH ( Y J BED ( N ] N F LOCATION TO BENCHMARK: C/L of SW 82nd St 6 E P/L EL: 9.6' NGVD I ELEVATION OF PROPOSED SYSTEM SITE [ 11.4 ] ( INCHES ] ( BELOW]BENCHMARK /REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 41.4 ] ( INCHES ] [ BELOW )BENCHMARK /REFERENCE POINT L D FILL REQUIRED:[ 0.0 )INCHES EXCAVATION REQUIRED: [ 72.0 ) INCHES OTHER REMARKS: 1 - Install 1350 gal. category --2 septic tank equipped with an approved filter. 2 - Install 857 of of drainfield in bed configuration. 3 - Install 42" of slightly limited soil at the bottom of drainfield. 4 - Perimeter of excavation area &hall be at least 2 ft. wider and longer than the proposed abortion bad. 5 - Invert elevation of drainfield to be no less than 6.65` NOVD. 6 - Bottom of drainfield elevation to be no less than 6.15' NGVD. 7 -The licensed contractor installing the system as responsible for installing the minimum category of tank in accordance with sec. 64E- 6.013(3) (f), FAC. SPECIFICATIONS BY: Andre, Paul TITLE: 4PPROVED BY: Andre, Paul Nib% .-I- TITLE: Professional Engxn Dade CHD DATE ISSUED: 8/3/05 EXPIRATION DATE: 2/3/07 DM 4016, 03/97 (Obsolete& previous edition& wnich may not be us.:d) (Stock Number: 5744- 001 - 4016 -0) lastde con:_4oie ->> Page 1 of 2 NOV -11 -2005 FRI 01:29 PM LPR BUILDERS FAX N0, 3056400664 P. 03 STATE OF FLORIDA CENTRAX #: 13 -SG -25994 DEPARTMENT OF HEALTH OSTDSNBR : OS- 2563 -N ( I& ONSITE SEWAGE DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS ■APPLICANT: Luis i Ma ra Rabell AGENT: WENDELL SMITH, SMITH SEPTIC TANKS OF HOMESS%A SR0890744 LOT: 36 -54 BLOCK: 40 SUBDIVISION: Pala Xiaal Heights ID #: 09 -4036 -039 -0060 TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEER'S .,.,.,. ,r .,., nr•ntmm� *mTn., wrunro *ern eT!'ly r»n CG`AT FA['}1 PAGE OF SUBMTTTAI. COMPT.RTF AT 7 ITRMS_ U i PRO DR ILL) iRATTON �. PROPERTY SIZE CONFORMS TO SITE PLAN: [XI YES [ ]NO TOTAL ESTIMATED SEWAGE FLOW: 600 GALLONS AUTHORIZED SEWAGE FLOW: 850 GALLONS UNOBSTRUCTED AREA AVAILABLE: 3.000 SQFT NET USABLE AREA AVAILABLE: 0.34 ACRES PER DAY [64E -6, TABLE 11 PEP DAY [1500GPD /ACRE OR 2500GPD /ACRE] UNOBSTRUCTED AREA REQUIRED: 1714 SOFT BENCHMARK /REFERENCE POINT LOCATION: C/L of SW 92nd St. 6 E. P/L EL: 9.61 NGVD ELEVATION OF PROPOSED SYSTEM SITE IS 11.40 [ INCHES ) [ BELOW )BENCHMARK REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES: SURFACE WATER: N/A FT DITCHES /SWALES: N/A FT NORMALLY WET? [ )YES [ X ) NO WELLS: PUBLIC: N/A FT LIMITED USE: N/A FT PRIVATE: N/A FT NON- POTABLE: N/A FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 60 FT SITE SUBJECT TO FREQUENT FLOODING: [ ]YES [ X ]NO 10 YEAR FLOODING? [ )YES [ X ]NO 10 YEAR FLOOD ELEVATION FOR SITE: 0 FT NGVD SITE ELEVATION: 9 FT NGVD SOIL PROFILE IMMY41ATION SITE 1 Mansell # /Color Texture 3 0YB -3/1 _M n = • oa= I%d 10TR-7Z2, %r P art eo7 . I USDA SOIL SERIES: 15 Urban land Depth n to E a to '79 to to to to to to SOIL PROFILE INFORMATION SITE 2 Mansell # /Color Texture Depth inYR_211 -v n f T-ftaing San n to E1 E art n„t;t ;r. TAMOR a to to to to to to to USDA SOIL SERIES: 15 Urban land OBSERVED WATER TABLE56.00 INCHES [ BELOW ] EXISTING GRADE TYPE: [ PERCHED ] ESTIMATED WET SEASON WATER TABLE ELEVATION:56.00 INCHES ( BELOW ) EXISTING GRADE. NIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [ ]YES [X)NO DEPTH: 0.0 INCHES SOIL TEXTURE /LOADING RATE FOR SYSTEM SIZING:Replacement/0.70 DEPTH of EXCAVATION:72.0 INCHES DRAINFIELD CONFIGURATION: [ ]TRENCH [ X ]BED [ ]OTHER (SPECIFY) REMARKS /ADDITIONAL CRITERIA: T SITE EVALUATED BY: WENDELL SMITH DATE: 7/26/05 DH 4015, 03/97 (obsoletes previous editsons which may not be used) (Stock Number: 5744- 003 - 4015 -1) )ostd6 eval_4015 -3] Page 3 of 3 NOV -11 -2005 FRI 01:30 PM LPR BUILDERS FAX N0, 3056400664 P. 04 474a.—STATE OF FLOR I DA DEPARTMENT OF HEALTH ,,,� ONSITE SEWAGE DISPOSAL STAi SITE EVALUATION AND SYSTEM SPSCIEICATI01s PERMIT /' APPLICANT: i t �/`� �/ :, Jz AGENT: WENDELL SMffH LOT: �+ -- BLOCK: SUBDIVISION: PROPERTY ID I: (JI 4 L , ��(!� ��( �VWtlo_ s /Townfhip /Raoq Parcel No. or Tax ID Number] ,6 7 7r� /jam -- --- -------- -- ---------------- -- ---- _---- -_N TO BE COMPLETED BY ENGINEER, HEALTH UNIT EMPLOYEE, Ojtfg� QUALIFIED PERSb� ENGINEER'S MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EAC8 PAGE OF SUBMI COVE'LETE ALL ITEMS. niaacs9aaaaaamC7aaGCOaannaanC9maaCJ= a' s3csa== aaanaaaa® aanaaaaaaaaoa0a000mOCOQOCD CI?COOCODOClQOOCIIaria PROPERTY SI"E CONFORM$ TO SITE�PLANt (��![ES ( ] NO NET USABLE AREA AVAILABLE: -� }� ACRES TOTAL ESTIMATED SEWAGE FLOW: LO ✓{ C GALLONS PER DAY (RESIDENCES -TABLE 11 OTHER -TABLE 2] AUTHORIZED SEWAGE FLOW: u O GALLONS PER DAY (1500 GPD /ACRE ORC2$20 OPD UNOBSTRUCTED AREA AVAILABLE: / r G �.% SQFT UNOBSTRUCTED AREA REQUIREDI ff i_ SQn SENCMUM /REFERENCE POINT LOCATION: S62 � :' l �'_._.�i :( /C ELEVATION OF PROPOSED SYSTEM SITE IS (INCHES /FT] (ABO BEL04►r '5ENC1DMARK /REFERENCE POIN4 THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURESi SURFACE WATER: h ,A; FT DITCBES /SWALES: j'i c; FT N Rb1ALLY M1RTt ( ] YES [�} NO WELLS: PUBLIC: ' CFA FT LIMITED USE: /__ Ay FT PRIVATE: � FT NON - POTABLE: !' /� /` FZ BUILDING FOUNDATIONSS � FT PROPERTY LINES: . -J' FT POTABLE WATER LINES: /0 FT SI'Z'E SUBJECT TO FREQUENT FLOODING: ( YES (1jf -NO 10 YEAR FLOODING? ] YES [L+ NO 10 YEAR FLOOD ELEVATION FOR SITE: FT NSL /NGVD SITE ELEVATION: P. �� FT NSL /NGVD SOIL PROFILE INFORMATION SITE 1 SOIL PROFILE INFORMATION SITE 2 Munse 1 C for Texture De th i to_z �to t to to _ to iL USDA SOIL SERIES: Mansell art ]Color Texture Depth to / < - to p to \� t to tt o -7 USDA SOIL SERIES: OBSERVED WATER TABLES )// INCHES (ABOVE if BEL0!jj EXISTING GRADE. TYPE: (PERCHED / APPARENT) ESTIMATED WET SEASON WATER TABLE ELEVATION: .5-IS, R INCHES [ ABOVE / BELOW ] EXISTING GRADE. HIGH WATER TABLE VEGETATION: ( ) YES (4-1--NO MOTTLING. ( ) YES (L4 -110 DEPTH: "~ INCHES SOIL TEXTURE /LOADING RATE FOR DRAINFIELD CONFIGURATION: ( REMARKS /ADDITIONAL CRITERIA:_ SYSTEM SIZINO: ,r / DEPTH OF EXCAVATIONINCSES ] TRENCH ( 4 -BED [ ] OTHER (SPECIFY) DM 401S, 10W (Realacas MRS-If Form 4016 (tinge 31 which may Ce u1100) WMELL S 1 !7 Page 3 of 3 ISIOOk hummer 5144.D03- 4015.1) BOUNDARY SURVEY Property Address 5720 SW 82nd STREET LEGAL DESCRIPTION: THE EAST 100 FT. OF THE WEST 480 FT. (except the South 140 ft thereof) OF TRACT 18, REVISED PLAT OF A PORTION OF THE AMENDED PLAT OF PALM MIAMI HEIGHTS, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 43, AT PAGE 37, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. SURVEYOR'S NOTES: 1) The above captioned Property was surveyed and described based on the above Legal Description: Provided by Client. 2) This Certification is only for the lands as described. It is not a certification of Title, Zoning, Easements, or Freedom of Encumbrances. ABSTRACT NOT REVIEWED. 3) There may be additional Restrictions not shown on this survey that may be found in the Public Records of this County, Examination of ABSTRACT OF TITLE will have to be made to determine recorded instruments, if any affecting this property. ..... 4) Accuracy: • ar The expected use of the land, as classed in the Minimum Technical Stindar�s (61** 6tGu- �FAC�;j�•• "Residential High Risk ". The minimum relative distance accuracy for this type df'lJeendary sewe,y is 1. foot . in 10,000 feet. The accuracy obtained by measurement and calculation of a closed geom2hl- figure:Wa6: found to exceed this requirement. 5) Foundations and /or footings that may cross beyond the boundary lines of the parCeF here described'd • not shown hereon. "' • • • • • � • 6) Not valid without the signature and th e original raised seal of a Florida Licery5ed $urve�lor. rfti a Mapper. Additions or deletions to survey maps or reports by other than the signing patty or:parties are prohibited without written consent of the signing party or parties. t 7) Contact the appropriate authority prior to any design work on the herein -descr l�gd� parcel for80. ildinp ***Go Zoning information. 8) Underground utilities are not depicted hereon, contact the appropriate authoritYQr .to any design wofkar.* construction on the property herein described. Surveyor shall be notified as to any deviation from ut4itiep; shown hereon. 9) The surveyor does not determine fence and/or wall ownership. 10) Ownership subjects to OPINION OF TITLE. 11) Type of Survey: BOUNDARY SURVEY ,12) North arrow direction and bearings are based on Recorded Plat Book 43 at Page 37 of the Public Records of Miami -Dade County, Florida. 13) Elevations are based on the National Geodetic Vertical Datum of 1929. 14) Bench Marc Used: # SC-38, MIAMI DADE COUNTY, FL. Elev. = 10.43' /15) Flood Zone: AE Base Flood Elev.:10.00' as per Miami -Dade County, Florida. FEMA Panel Number. 12025C -0276 J -MARCH 2, 1994. 16) This PLAN OF SURVEY has been prep d f e - usi of ies ed hereon. The Certificate does not extend to any unname A.) B.) C.) D.) SURVEYOR'S CERTIFICATE: I Hereby Certify to the best of my knowledge and belief that this drawing is a true and correct representation of the BOUNDARY SURVEY of the real property described hereon. I further certify that this survey was prepared in accordance with the applicable provisions of Chapter 61G17 -6, Florida Administrative Code. Field Date: 04 /19 /05(UPDATED) Field Book: File Prepared by: A.L. b ergi Redondo P.S. . Profe ional Surveyor & Mapper State of Florida Reg. No.3162 SERGIO REDONDO, & ASSOCIATES * 13800 SW. 145h COURT, MIAMI, FL 33186 Phone 305 - 378 -4443 * Fax: 305 - 378 -4582 E -mail: sredondo(d-)cofs.net BOUNDARY SURVEY - -$W •1st TBRRAC6 — — —. —_— — I 1 I I I I I 5 4 I I 3 1 1 1 I � I I 6 I 1 � I it •m� 9 IE I I: D- - - - - -- -- StNe2na sTSlt?ET ----- - - - --' 101 <I I101 I I I I I - Im I I I 1 I I I I I I I L---- --- ----------------- - - - -- eraser 1 I I --j ervv �b • Go ..... . . Soso .....• 6009: NORMW • ICALE:1 " =25' . 0:9.90 •00. . 00.006 .... . • • •i • • • • . UGHj POLE 00 0 • . • S.* 0000 • • • • • F.I.P. • •• 0000 J 0 050.0 F I P LOCATION SKETCH SCALE: N.T.S. SW 82nd STREET q� r- 18' LEGEND - - - -• -- Orallleod Wire Line ��-- Wood Farce Chain Ludt Farce VACANT ASPHALT PAVEMENT 15.60' PARKWAY 100.17'(M) 100.17'(M) � =Light Pale ® =Wota Yetet ® =CotCh llosin I NORTH in N wL 0 iREE(unMno.n) .. MANGO P G =Point of (]aroture p =Found 1/2' hon PIN (Y) =Yeosned (P) =Plot a PALMErl - axOHO TREE IAANCO� 100' 2 00� F I P 3 2 1 6 7 8 9 10 LOCATION SKETCH SCALE: N.T.S. SW 82nd STREET q� r- 18' LEGEND - - - -• -- Orallleod Wire Line ��-- Wood Farce Chain Ludt Farce VACANT ASPHALT PAVEMENT 15.60' PARKWAY 100.17'(M) 100.17'(M) � =Light Pale ® =Wota Yetet ® =CotCh llosin I NORTH in N wL 0 iREE(unMno.n) .. MANGO P G =Point of (]aroture p =Found 1/2' hon PIN (Y) =Yeosned (P) =Plot a PALMErl - axOHO TREE IAANCO� 100' 2 00� F I P F I P Qtn ulL0 3 L� O 3 w y i Qtn ulL0 3 L� O 3 w y i • i t, The following individual mZ, s) employed by this fior at ,40hzed representative to perform inspection.' 1 ALEX KONDRAT - P.E. #58086 2. N /A. 3. N /A. - Special Inspectors utilizing authorized representatives sh it ° re the zed representative is qualifited by education or licensure to perform the duties assigned by Special n " c e qualifications shall include hcensure as a professional engineer or architect, graduation from e g n ucation program in civil or structural engineering; graduation from an architectural educations ces completion of the NCEES Fundamentals Examination; or registration as building inspector or ge 1 tra regard uthonzed personnel performing I will notify Miami -Dade County Building no of any changes inspection services. I understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Dade County Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County.The County Building inspections must be called for on all mandatory inspections. Inspections performed by theSpecial Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Futher,upon completion on the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that,to the best of myknowlege, belief and professional judgment that those portions of the project outlined above meets with the intent of the Florida Building Code and are in substantial accordancewith the approved plans. Sincerely, M.J CHIU Architect Reg. No. 10,154 299 Alhambra Circle, Suite 418. Miami, FI 33134 Phone. (305) 442 -0560 CIT YOF SOUTH MIAMI e SECIAL INSPECTOR FORM • • • • eggs . . s e•e •e•ee Dear Sir. • e ••e• :sees: I have been retained by LUIS RABELL to perform inspection services under Flonda o 'DO e ; e Building Code at the VILLA MAYRA project on the below listed structures as of e •. • •: 8 -05 -05 • e •• e e I am a registered architect licensed in the State of Florida. *see 0000** Process Number e so: 0000 :• 00000 ❑ SPECIAL INSPECTOR FOR PILING FBC 1822.1.20 : eee. g] SPECIAL INSPECTOR FOR TRUSSES OVER 35 FT OR 6 FT HIGH 2319 17.2 4 2 • so. • s 000000 O SPECIAL INSPECTOR FOR REINFORCED MASONRY. FBC 2122 4 • e • . •. e eggs e • • • ❑•e•. SPECIAL INSPECTOR FOR STEEL CONNECTIONS FBC 2218.2 •. • goose* e e � 0 SPECIAL INSPECTOR FOR SOIL COMPACTION. BC 1820 3.1 s • e ❑ -, CHMENTS PER FBC 1927 12 SPECIAL INSPECTOR FOR PRECAST UNITS ❑ SPECIAL INSPECTOR FOR NOTE: ONLY MARKED E The following individual mZ, s) employed by this fior at ,40hzed representative to perform inspection.' 1 ALEX KONDRAT - P.E. #58086 2. N /A. 3. N /A. - Special Inspectors utilizing authorized representatives sh it ° re the zed representative is qualifited by education or licensure to perform the duties assigned by Special n " c e qualifications shall include hcensure as a professional engineer or architect, graduation from e g n ucation program in civil or structural engineering; graduation from an architectural educations ces completion of the NCEES Fundamentals Examination; or registration as building inspector or ge 1 tra regard uthonzed personnel performing I will notify Miami -Dade County Building no of any changes inspection services. I understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Dade County Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County.The County Building inspections must be called for on all mandatory inspections. Inspections performed by theSpecial Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Futher,upon completion on the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that,to the best of myknowlege, belief and professional judgment that those portions of the project outlined above meets with the intent of the Florida Building Code and are in substantial accordancewith the approved plans. Sincerely, M.J CHIU Architect Reg. No. 10,154 299 Alhambra Circle, Suite 418. Miami, FI 33134 Phone. (305) 442 -0560 E] M.J. Chiu 9 E architect PROFESSIONAL PREPARER'S STATEMENT OF LANDSCAPING COMPLIANCE PROCESS NUMBER Legal description: SEE ATTACHED SURVEYS, Development name: VILLA MAYRA; Located at (address) I /WE hereby certify that the landscaping/irrigation plan being submitted for the above captioned complies with the requirements of Ordinance 98 -13 (landscaping ordinance) as to species, height, trunk width and location at time of planting, and that the species as shown are in accordance with the accepted species approved by Miami -Dade County and that none of the species are from the prgl �bjted list... I/We hereby certify as an arborist and/or landscape architect that there aF13400 no (ciri;" Dne) specimen trees on the property. Additionally automatic sprinkler systems (if applicable) comply with tha: re9ui'remerA W-said ordinance as type of heads, spray system, location, etc. I/We further certify that I/we am/are authorized under Chapter 481, Flor4asslafutes to prepare and submit this landscapinglirrigation plan. Professional reparer's Signature M.J. CHID Print Name STATE OF: FLORIDA COUNTY OF: MIAMI DADE. The foregoing instrument was acknowledged before me this Z G 200 , by McIAhID ,JU IA►1 OnW , of a corporation, on behalf of th o ration. He /She is personally known to me or has produced 01 �� OY Id 01 d (� V W 11 un,(b , entification and did/did not take an oath. Witness my signature and official seal this Z day of em b6f , 2005 in the County and State aforesaid, the date and year last aforesaid. My Communion Expires r i MOELA DORM 15 Print Name EXPIRES. Apnl29, 2008 Bonded TAru Notary Public Uoderwrtters FORM 60OA -2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: VILLA MAIRA (LPR HOUSE) LUIS RABEL Builder: Address: 570 SW 82 ST Permitting Office: City, State: MIAMI, FL 33165- Permit Number: Owner: Jurisdiction Number: Climate Zone: South 1. New construction or existing 2. Single family or multi - family 3 Number of units, if multi- family 4. Number of Bedrooms 5. Is this a worst case? 6 Conditioned floor area (ft2) 7. Glass area & type c. 2 Others a Clear glass, default U- factor b. Default tint 14. Hot water systems c Labeled U or SHGC 8. Floor types a Slab -On -Grade Edge Insulation b N/A b. N/A c. N/A 9. Wall types c. Conservation credits a Concrete, Int Insul, Exterior (HR -Heat recovery, Solar b Concrete, Int Insul, Adjacent DHP- Dedicated heat pump) c. N/A 15. HVAC credits d N/A (CF -Ceiling fan, CV -Cross ventilation, e N/A 10. Ceiling types PT- Programmable Thermostat, a. Under Attic b. N/A c. N/A 11 Ducts a Sup: Unc. Ret: Con. AH: Interior b. 3 Others Single Pane 845 0 ft2 0.0 ft2 0.0 ft2 New Single family 1 — 4 No 4772 ft2 — Double Pane — 0.0 ft2 0.0 ft, — 00ft2 R =0.0, 389.0(p) ft _ R=4.1, 3940 0 ft2 _ R=4.1, 300.0 ft2 R =30 0, 3000.0 ft2 = Sup. R =6 0, 100 0 ft2 — 130.0 ft 12. Cooling systems a Central Unit b Central Unit c 2 Others • 13 Heating systems a. Electric Strip • b. Electric Strip • ' • c. 2 Others • 14. Hot water systems • • • a. LP Gas • • • • b. N/A c. Conservation credits • • • • • • • • • (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF -Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) Glass /Floor Area: 0.18 Total as -built points: 53737 PASS Total base points: 67034 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: CMB ENGINEERS, -IN .Q. JUL DATE: I_l L 0 1 2005 ` •. a I hereby certify that this building,, compliance with the Florida Eneigy'(oct�; t+�' ,� OWNER/AGENT: r/ ✓ °' X02. DATE: J U L 0 1 2005 Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. ILDING OFFICIAL: TE: r /IEAe " tk)WlVdrsiun: FLRCPB v3.30) aqt ►joss /ONO o Cap: 61 0 kBtu/hr SEER: 12.00 _ Cap 25.0 kBtu/hr — SEER: 12 75• _ Cap: 37 6 kBtu/ho • e • • r • ••• Sees* 0 ?14'.LkBWJ _ 00000P.1.01060• Cap: 23.9 kBtu/hr i e 0 top: 10do 0 �a�: 4'1.8 kBtu/hr ' e •se •s•i• •e•• CapiCO. 0 gallons"' 0•e•EF 0.94 • • PT, oQ�� sr9rF v . MoD wed° rJ FORM 60OA -2001 J r SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 570 SW 82 ST, MIAMI, FL, 33165- PERMIT #: EnergyGauge® DCA Form 60OA -2001 EnergyGauge® /FlaRES'2001 FLRCPB v3.30 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type /SC Ornt Len Hgt Area X SPM X SOF = Points .18 4772.0 32.50 27916.2 Single, Clear N 1 0 9.0 250 36.46 099 9054 Single, Clear N 0.4 50 400 36.46 099 1451 1 Single, Clear N 1 0 11.0 40.0 3646 099 104V Single, Clear N 1 0 4.0 � BtA • 36.46 • - 094 61y 2 Single, Clear N 40 110 . r8 0 :3646 • • •49 i54� Single, Clear N 1.0 4.0 •ItV • 36 46. • • V24 :411.5 Single, Clear N 1.0 90 *21.0 36 46 ' •'d 99 ; ?W..tf Single, Clear N 1 0 5.0 -120 • • 36.46 00.96 421 1 Single, Clear S 65 2.0 30.00 66 93:. • •6.43 MHC Single, Clear S 1.0 6.5 • • 60 66.93 97 388.1 Single, Clear S 1.0 9.0 ...0 .630.. 66.93•...4.99 4195.2 Single, Clear S 1.0 4.0 : 46 : 6693 .087 0234.0 Single, Clear S 1 0 5.5 :40 0 : 6693 ...9.94 2524.5 Single, Clear S 1 0 5.5 •50 0 66 93: * • 014 • 155 7 Single, Clear W 1.0 4.0 .VQ•. 70.5%•••692 iwr•.6 Single, Clear W 1.0 4.0 ;12 Q ; 70 53 • • • J 92 Single, Clear W 1.0 9.0 25.8 7053 0.99 .410.9 75; 6 Single, Clear W 1 0 4.5 120 7053 0.94 7926 Single, Clear E 1.0 4.5 24.0 7871 0.94 1768.2 Single, Clear E 1 0 8.0 54.0 7871 0.99 42094 Single, Clear E 1 0 8.0 21.0 7871 0.99 1637.0 Single, Clear E 1 0 35 6.0 78.71 0.89 421.5 As -Built Total: 845.0 38802.0 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 300.0 1.00 300.0 Concrete, Int Insul, Exterior 4.1 3940.0 2.32 9121.1 Exterior 3940.0 270 10638.0 Concrete, Int Insul, Adjacent 4.1 3000 1.19 357.0 Base Total: 4240.0 10938.0 As -Built Total: 4240.0 9478.1 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 21 0 2.60 54.6 Adjacent Insulated 21.0 260 54.6 Exterior 21.0 6.40 1344 Exterior Insulated 21.0 6.40 134.4 Base Total: 42.0 189.0 1 As -Built Total: 42.0 189.0 EnergyGauge® DCA Form 60OA -2001 EnergyGauge® /FlaRES'2001 FLRCPB v3.30 FORM 60OA -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 570 SW 82 ST, MIAMI, FL, 33165- PERMIT #: EnergyGaugeTM' DCA Form 60OA -2001 EnergyGauge® /FlaRES'2001 FLRCPB Q 30 0 BASE AS -BUILT CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 3000.0 2.80 8400.0 Under Attic 30.0 3000 0 2 77 X 1.00 83100 Base Total: 3000.0 8400.0 As -Built Total: 3000.0 8310.0 FLOOR TYPES Area X BSPM = Points Type R -Value *Area X SPM = Pgjp" Slab 389 0(p) -200 - 7780.0 Slab -On -Grade Edge Insulation 0.0 38$0(p : -20'0p -77860 Raised 00 000 00 ..... • •. •• Base Total: - 7780.0 As -Built Total: 389.0 • . - r*780.0 INFILTRATION Area X BSPM = Points :1*" • X SPWI .'= Points 47720 18.79 896659 • 47 2. 18•-119D • + 896659 Summer Base Points: 129329.1 Summer As -Built Points: :' ....138665.Ql Total Summer X System = Cooling Total X Cap X Duct X Sysiirp Creiji.t: := Cooling Points Multiplier Points Component Ratio .X Multiplier Multipliet : Mult%llef.• Poinl� (DMxDSMxAHU) :••:•: • • 138665.0 0 494 (1.067 x 1 165 x 0 90) 0 284 0.950 20669.4 ' 138665.0 0.202 (1.067 x 1 165 x 0 90) 0.267 0 950 7972.4 1386650 0 152 (1.067 x 1 165 x 0 90) 0.267 0.950 5995.2 138665.0 0.152 (1.067 x 1 165 x 0.90) 0 267 0 950 5995.2 129329.1 0.4266 55171.8 138665.0 1.00 1.119 0.275 0.950 40594.0 EnergyGaugeTM' DCA Form 60OA -2001 EnergyGauge® /FlaRES'2001 FLRCPB Q 30 0 FORM 60OA -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 570 SW 82 ST, MIAMI, FL, 33165- PERMIT #. EnergyGauge@ DCA Form 60OA -2001 EnergyGauge@ /FlaRES'2001 FLRCPB v3.30 i I BASE AS -BUILT GLASS TYPES .18 X Conditioned X BW PM = Points Overhang Floor Area Type /SC Ornt Len Hgt Area X WPM X WOF = Point .18 4772.0 2.36 2027.1 Single, Clear N 1.0 90 250 603 1 00 150.5 Single, Clear N 04 50 400 6.03 1 00 740.9 Single, Clear N 1 0 11.0 400 603 1.00 iio i Single, Clear N 1 0 40 1 &� • • 6.03 • • 0.99 10x7 Single, Clear N 40 11.0 j.0 6.03 • • e.es 2610. Single, Clear N 1.0 4.0 f2C' •' 603 • 000,99 * 71.8 Single, Clear N 1.0 9.0 210 603 "It; Single, Clear N 1 0 50 61.0 • 6.03 U.99 72.0 Single, Clear S 65 20 390.0 : 4.49 • i *4a 19x6.2 Single, Clear S 1 0 65 • 4.49 1.00 261 Single, Clear S 1 0 90 06.0 p3 0 • • 4.49 • 099 02181.16' Single, Clear S 1.0 40 ;4 .0' • • ; 449 .1.02 183 Single, Clear S 1.0 5.5 28.0 : 449 ...1.00 0 1 .8pl1 Single, Clear S 1 0 5.5 60.0 4 49: •.1.d0 X25.1 Single, Clear W 1 0 40 � i V' • 5.49 • ... 1.00 - "o% Single, Clear W 1.0 40 -.12 0; • 5.49 • • •1 00 66.8 Single, Clear W 1 0 9.0 •15V" 5.49 1.00 •1371 • Single, Clear W 1 0 45 12.0 5.49 1.00 -65.8 Single, Clear E 1 0 4.5 24.0 477 1.02 1166 Single, Clear E 1 0 8.0 540 477 1.01 260.2 Single, Clear E 1.0 8.0 21.0 4.77 101 101.2 Single, Clear E 1.0 3.5 6.0 4.77 1.02 29.3 As -Built Total: 845.0 4815.8 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 300.0 0.50 150.0 Concrete, Int Insul, Exterior 41 3940.0 1.03 4077.9 Exterior 3940.0 0.60 2364.0 Concrete, Int Insul, Adjacent 4.1 300.0 0.45 1335 Base Total: 4240.0 2514.0 As -Built Total: 4240.0 4211.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 21.0 1.30 273 Adjacent Insulated 21 0 1.30 273 Exterior 21.0 1.80 37.8 Exterior Insulated 21 0 1 80 37.8 Base Total: 42.0 65.1 As -Built Total: 42.0 65.1 EnergyGauge@ DCA Form 60OA -2001 EnergyGauge@ /FlaRES'2001 FLRCPB v3.30 i I FORM 60OA -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 570 SW 82 ST, MIAMI, FL, 33165- PERMIT #: EnergyGaugeTm DCA Form 60OA -2001 EnergyGauge® /FlaRES'2001 FLRCPB v3 30 : : BASE AS -BUILT CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 3000.0 010 300.0 Under Attic 30.0 30000 0 10 X 1 00 3000 Base Total: 3000.0 300.0 As -Built Total: 3000.0 300.0 FLOOR TYPES Area X BWPM = Points Type R -Value *Area X WPM = Pgjgtgs• Slab 389.0(p) -2.1 -816.9 Slab -On -Grade Edge Insulation 0.0 389;0(p ; -2-1p':.: -819.9 Raised 00 0.00 0.0 ...... *go, • Base Total: -816.9 As -Built Total: 389.0 • . %16.9 INFILTRATION Area X BWPM = Points Aiea X V1�O •� Points 4772.0 -006 -2863 ; 47121.1 04 •' -286.3 Winter Base Points: 3803.0 Winter As -Built Points: :' .... 828$.1 Total Winter X System = Heating Total X Cap X Duct X Systea X Credit•'= Hec4inq Points Multiplier Points Component Ratio Multiplier MultiblieC : MultlWipl,• Poinj: ' (DM x DSM xAHU) :.. :•: • • 82891 0 323 (1 085 x 1.137 x 0 91) 1 000 0.950 2851 *7 ' 82891 0 226 (1.085 x 1.137 x 0 91) 1.000 0 950 1996.2 8289.1 0 226 (1.085 x 1.137 x 0.91) 1.000 0.950 1996.2 8289.1 0.226 (1.085 x 1.137 x 0.91) 1 000 0.950 1996.2 3803.0 0.6274 2386.0 8289.1 1.00 1.123 1.000 0.950 8840.2 EnergyGaugeTm DCA Form 60OA -2001 EnergyGauge® /FlaRES'2001 FLRCPB v3 30 : : FORM 60OA -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 570 SW 82 ST, MIAMI, FL, 33165- PERMIT #: . BASE CODE COMPLIANCE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 236900 94760 1000 094 4 1 00 107563 1 00 4302.5 + Heating +. Hat.Watel• :, - -,• Total��� As -Built Total: , 4362.5 PASS y�0 4 iliE Sp9O� fill, v � a goo W-B EnergyGaugeTm DCA Form 60OA -2001 EnergyGauge® /FlaRES'2001 FLRCPB v3.30 be CODE COMPLIANCE • •• •.••.• STATUS •••• • • .... BASE ASti�j.Jl'LT ;,.':. .... Cooling + Heating + Hot Water = Total Cooling + Heating +. Hat.Watel• :, - -,• Total��� Points Points Points Points Points Points :.'Points Points 55172 2386 9476 67034 40594 8840 4303: •.. • 537'3 * PASS y�0 4 iliE Sp9O� fill, v � a goo W-B EnergyGaugeTm DCA Form 60OA -2001 EnergyGauge® /FlaRES'2001 FLRCPB v3.30 be ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 86.5 The higher the score, the more efficient the home. ,570 SW 82 ST, MIAMI, FL, 33165- 1 New construction or existing New — 12 Cooling systems 2. Single farmly or multi - farmly Single family _ a. Central Unit Cap- 61 0 kBtu/hr _ ' 3 Number of units, if multi- family 1 _ SEER. 12.00 _ 4 Number of Bedrooms 4 _ b Central Unit Cap: 25.0 kBtu/hr 5 Is this a worst case9 No . SEER 12.75 - 6 Conditioned floor area (ft2) 4772 ft2 c 2 Others Cap J;.6 kptu/hr 7. Glass area & type 000906 Single Pane Double Pane _ % : •: a. Clear - single pane 845.0 ft2 0 0 ft2 _ 13. Heating systems • • • • • • Soso b Clear - double pane 0 0 ft2 0 0 ft2 _ a. Electric Strip • Cap. -iCi Atu/hr ; •... ; c. Tint/other SHGC - single pane 0 0 ft2 0 0 ft2 _ �' • 6 GOP. 100 ; d. Tint/other SHGC - double pane b Electric Strip Cap 2309• Btu/hr • •. • • • 8. Floor types _ 0000 • • COMP: 1.00 _ • • a. Slab -On -Grade Edge Insulation R =0 0, 389.0(p) ft _ c. 2 Others ' Cala-W" Btu/hr • • • •: • b. N/A ' •• •••• c. N/A _ 14. Hot water systems : • 0 ; ' • 9. Wall types _ a LP Gas Cap 1 O(TA gallons �' • • • a Concrete, Int Insul, Exterior R=4.1, 3940 0 ft2 _ • 0 ' tF: 0 94 ; _ b Concrete, Int Insul, Adjacent R=4 1, 300.0 ft2 b N/A • • • • 000000 ' • • • • •.• • -• • d. N/A 000000 _ c. Conservation credits : : _: e N/A (HR -Heat recovery, Solar 0 • 10 Ceiling types _ DHP- Dedicated heat pump) a. Under Attic R =30 0, 3000.0 ft2 _ 15 HVAC credits PT, b. N/A _ (CF- Ceiling fan, CV -Cross ventilation, c N/A HF -Whole house fan, 11. Ducts _ PT- Programmable Thermostat, a Sup Unc. Ret. Con. AH. Interior Sup. R =6 0, 100.0 ft2 _ MZ- C- Multizone cooling, b. 3 Others 130.0 ft MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) fUE STgTF in this home before final inspection. Otherwise, a new EPL Display Card will be completed . O �� ,,, __ = ,, o� based on installed Code comph eatures. � JUL 0 1 2005 . Builder Signature: Date, y - Address of New Home: City/FL Zip: Q ACOD WEB *NOTE. The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPAIDOE EnergyStarTmdesignation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating Contact the Energy Gauge Hotline at 3211638 -1492 or see the Energy Gauge web site at www.fsec. ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487 -1824 EnergyGauge® (Version: FLRCPB v3 30) FORM 60OA -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: 570 SW 82 ST, MIAMI, FL, 33165- PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606 1.ABC.1 1 Maximum: 3 cfm/sq ft. window area, 5 cfm /s .ft. door area • Exterior & Adjacent Walls 606.1 ABC 1 2 1 Caulk, gasket, weatherstrip or seal between- windows /doors & frames, surrounding wall, Swimming Pools & Spas 6121 foundation & wall sole or sill plate; joints between exterior wall panels at corners, utility penetrations, between wall panels & top/bottom plates; between walls and floor. EXCEPTION- Frame walls where a continuous infiltration barrier is installed that extends Shower heads 612.1 from, and is sealed to, the foundation to the top plate Floors 606 1 ABC 1 2.2 Penetrations /openings >1/8" sealed unless backed by truss orjomt members d EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed Ducts in unconditioned attics. R -6 min. insulation ..... HVAC Controls 607.1 to the perimeter, penetrations and seams. 0000 • • • • Ceilings 606 1 ABC. 1.2 3 Between walls & ceilings; penetrations of ceding plane of top fior; arind shafts, ;bases, • �:. • soffits, chimneys, cabinets sealed to continuous air barrier, gaD9 "M board.& fopjate, •'/ attic access. EXCEPTION. Frame ceilings where a continuous infiltration barn&?? • � • • • • installed that is sealed at the perimeter, at penetrations and seams. 0 • • Recessed Lighting Fixtures 606 1 ABC 1 2 4 Type IC rated with no penetrations, sealed, or Type IC or non ;q rated, installed insode a • •;' sealed box with 1/2" clearance & 3" from insulation, or Type Iq rated with < 2.0 cfm from • • conditioned space, tested. • • Multi -story Houses 606 1.ABC 1.2 5 Air barrier on perimeter of floor cavity between floors. : . • Additional Infiltration reqts 606.1.ABC 1.3 Exhaust fans vented to outdoors, dampers, combustion space heaters comply "W r4FPA, •.. • • have combustion air. • : • • RO_97 AT14FR PRFS(`_RIPTIVF MFOCIIRFC /mild ho mot nrovrnnrinrl hu, n11 rnairinne -the M 9 �•.•.� _ COMPONENTS SECTION REQUIREMENTS •CH CK Water Heaters 612.1 Comply voth efficiency requirements in Table 6-12. Switch or clearly marked circuit • breaker electric or cutoff as must be provided. External or built -in heat trap required. Swimming Pools & Spas 6121 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78% Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically 1 1/ attached, sealed, insulated, and installed in accordance with the criteria of Section 610 Ducts in unconditioned attics. R -6 min. insulation HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R -19 Common walls -Frame R -11 or CBS R -3 both sides. Common ceding & floors R -11. EnergyGaugeTm DCA Form 60OA -2001 EnergyGauge® /FlaRES'2001 FLRCPB v3 30 Residential System Sizing Calculation Summary Project Title: Code Only 570 SW 82 ST VILLA MAIRA (LPR HOUSE) LUIS RABEL Professional Version MIAMI, FL 33165- Climate: South Location for weather data: Miami -Defaults: Latitude(25) Temp Range(L) .000 • Humidi data: Interior RH 50% Outdoor wet bulb 77F Humiditv difference 56 r. Window total 845 Winter design temperature 47 F Summer design temperature 90 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 23 F Summer temperature difference 15 F Total heatina load calculation 69972 Btuh Total cooling load calculation 97166 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of talc Btuh Total (Electric Strip) 151.2 10577 Sensible (SHR = 0.7) 00000 113,$ 86520 3332 Btuh TOTAL HEAT LOSS Latent 0 17 .4: 37080 Btuh 1840 Btuh Total """ 12.7.2- 1 360 .... ...... WINTER CALCULATIONS ; 6.66 .....: Winter Heating Load for 4772 sqft) Gee* • Load component .000 • Load Window total Window total 845 sqft 22477 Btuh Wall total 4240 sqft 20172 Btuh Door total 42 sqft 424 Btuh Ceiling total 3000 sqft 2400 Btuh Floor total 389 ft 7235 Btuh Infiltration 551 cfm 13931 Btuh Subtotal Duct gain 66640 Btuh Duct loss 76026 3332 Btuh TOTAL HEAT LOSS 19300 • • 1 69972 Btuh Wei %) SUMMER CALCULATIONS Summer Coolina Load (for 4772 snftl Load component .000 • Window total 845 sqft 31992 Btuh Wall total InfA (20 %) • Btuh Door total wMdo -3s3") 445 Btuh • 3000 sqft 4200 Btuh Floor total 0 Btuh Infiltration 507 cfm 8362 Btuh Internal gain 11000 Btuh Subtotal(sensible) Doors(1 %) 6606 • • Duct gain 6911 Btuh Total sensible gain 76026 Btuh . . Floors(10%) 19300 • • Wei %) SUMMER CALCULATIONS Summer Coolina Load (for 4772 snftl Load component Load Window total 845 sqft 31992 Btuh Wall total 4240 sqft 13115 Btuh Door total 42 sqft 445 Btuh Ceiling total 3000 sqft 4200 Btuh Floor total 0 Btuh Infiltration 507 cfm 8362 Btuh Internal gain 11000 Btuh Subtotal(sensible) 69115 Btuh Duct gain 6911 Btuh Total sensible gain 76026 Btuh Latent gain(infiltration) 19300 Btuh Latent gain(internal) 1840 Btuh Total latent gain 21140 Btuh TOTAL HEAT GAIN 97166 Btuh LeAerd bternel(2 %) Lederd Infll (20 %) w oein(f + %) EnergyGauge® FLRCPB v3 30 Rh9s(3 %) Wndows(33%) i onrA � A Manu�al22S F R f RATIONAL W MJ CHIU ARCHITECTS . S AND ENGINEERING DESIGN CALCULATIONS: ALEX KONDRAT & ASSOCIATES, INC. ALEX KONDRAT P.E. # 58086 C.A. # 00009717 12900 SW 128 STREET, SUITE 104 MIAMI, FLORIDA 33186 +�1 Qv .* VV N G . 0 \ 4( VILLA MAYRA :....: •::::• 5270 S.W. 82 STREET ' ":'� MIAMI, F A :.•': ••.• • • S AND ENGINEERING DESIGN CALCULATIONS: ALEX KONDRAT & ASSOCIATES, INC. ALEX KONDRAT P.E. # 58086 C.A. # 00009717 12900 SW 128 STREET, SUITE 104 MIAMI, FLORIDA 33186 +�1 Qv .* VV N G . 0 \ 4( rd TABLE OF CONTENTS ALEX KONDRAT & ASSOCIATES, INC. ALEX KONDRAT P.E.# 38086 12900 SW 128 STREET, SUITE 104 MIAMI, FLORIDA 33186 , ..,,, STRUCTURAL ANALYSIS AND DESIGN CALCULA'Y' D S, FAYt> : : . . 0000 0000. VILLA MAYRA • 0000.. ,s., . . 0000 •.0000 , . . . .. 0000.. , 0000 .. . 0000 00.0,0 .. 0000 DESCRIPTIONT • :. PATE # ,..• .. • DEVELOPMENT OF WIND LOADS PER ASCE ............................. e.►. •.........s • • • 1 -sr • • • •' 0009 0 • DESIGN OF ROOF TRUSS REACTION 10.149. .................... .................:...:.:....0." • ENGINEERED UNIT MASONRY PER ACI ............ 15 -ra 0.0 .................... 0............... • DESIGN OF CONCRETE BEAMS 1 7 -3 1 ..... 0.0 ........... 0 ........... ..............090.0............ • DESIGN OF WALL FOOTINGS AND PADS ........................ 0....................... 32 -33 ALEX KONDRAT & ASSOCIATES, INC. ALEX KONDRAT P.E.# 38086 12900 SW 128 STREET, SUITE 104 MIAMI, FLORIDA 33186 r� 7/12/2005 WIND98 v2-8 Wind Load Desi n per ASCE 7 -98 User Input Data Calculated Parameters Structure Type Building Importance Factor 1 Basic Wind Speed 146 mph Hurricane Prom Region (N too mph) Structural Category II Table C6-4 Values Exposure I C Alpha = 9.500 Struc Nat Frequency n1) 1 Hz zg = 900.000 Slope of Roof eta) 18.43 Deg Type of Roof Hipped Eave Height Eht 22.83 ft Ridge Height (RHt) 27.50 ft Mean Roof Height (Ht 26.25 ft • • Width Perp. to Wind B 91.67 At = 0.105 Width Parallel to Wind (L) 77.50 ft Bt = 1. 00 Damping Rati o beta 0.01 m = �Q.154 ; . • .' Red values should be changed only Mmugh main Menu- Bm = 0.650 • • • • Calculated Parameters Cc = •0.00 .... T of Structure I = .'50I ft ' Heightfl-east Horizontal Dim 0.34 Epsilon = 0. 00 • Flexible Structure No Zmin = 15.00 ft • .... Gust Factor Category 1: Rigid Structures - Simplified Method ...... Gustl For rigid structures Nat Freg > 1 Hz use 0.85 1 1 0.85 Gust Factor Category II: Rigid Structures - Complete Analysis m 0.6 ` Ht 1 15.75 it Izm Cc ` (33/z )"0.167 0.2263 Lzm I'(zm/33) "Epsilon 431.24 ft Q 1 Al +0.63`( (B +Ht) /Lzm )A0.63 )"0.5 0.8845 Gust2 0.925` 1 +1.7`lzm`3.4`Q 1 +1.7`3.4'Izm 0.8644 Gust Factor Category III: Flexible or Dynamically Sensitive Structures ref \r(5280/3600) 214.13 ft/s zm bm' (zm /33)"Am`Vhref 124.22 ft/s NF1 NatFreq`LzmNzm 1 1 3.47 Hz Rn (7.47`NF1)/ l +10.302`NF1Y`1.667 0.0638 Nh 4.6`NatFreq`HWzm 0.97 Nb 4.6`NatFreq`BNzm 3.39 Nd 11 5.4`NatFreq`De "zm 9.61 Rh 11 Mh- (1 /(2`Nh"2)` (1- Exp(- 2`Nh))) 0.5753 Rb 1 M 1 /(2`Nb "2)` (1- Exp(- 2`Nb))) 0.2512 Rd 1Md- (1 /(2'Nd "2'(1 -Exp -2'Nd) 0.0987 RR ( (1Beta)`Rn`Rh`Rb`(0.53 +0.47`Rd) 0.5 0.7288 99 +( Z'LN(3600`n1 )) "0.5 +0.577/(2'LN(3600'nl))"0.5 4.19 Gust3 0.925' 1 +1.7`lzm' 3.4 "2`Q 12 +GG "2`RR "2 "0.5 1 +1.7`3.4`lzm)) 1.06 Gust Factor Summary Main Wind -force resisting sys, tem: Comport and Cladding: Gust Factor Category: I I I IGust Factor Category: I I Gust Factor G 0.86 Gust Factor G 0.86 Copyright 2001 - MECA Enterprises, Inc. www.mecaconsulting.com • f • f • • Page No. 1 of 7 - � o L 7/12/2005 MND98 v2-8 Wind Load Design per ASCE 7 -98 6.6.12.2.1 Design Wind Pressure - Buildings of All Heights (Non flexible) Elev. Kz Kzt Kd z Pressure Ib/ft "2 Windward Wall' ft 1.00 IbMA2 +GCpi -GCpi 27.5 0.96 1.00 1.00 52.11 26.66 45.42 26.25 0.96 1.00 1.00 52.11 26.66 45.42 22.83 0.93 1.00 1.00 52.11 26.66 45.42 20 0.90 1.00 1.00 1 52.11 26.66 45.42 15 0.85 1.00 1.00 52.11 26.66 45.42 Figure 6-3 - External Pressure Coefficients C • • • • • • • • • • Loads on Main Wind -Force Resisting Systems • • • • • • • • . • •••• I Variable Formula Value Units Kh 2.01 *(Htfzg)"(2/AJpha)l 0.96 Kht Topographic factor (Fig 6-2 ) 1.00 Qh .00256' 2•Im FaeKh'KWKd 52.11 f ; I I I I I Wall Pressure Coefficients, Cp Surface I I I I I C indward Wall (See Figure 6.5.12.2.1 for Pressures ) 1 0.80 • ••••• ' f • • • Copyright 2001 - MECA Enterprises, Inc. www.mecaconsulbng.com Page No. 2 of 7 • w 7/12/2005 MND98 v2-8 Wind Load Design per ASCE 7 -98 Roof Pressure Coefficients, Cp Roof Areas . ft.) - Reduction Factor 1.00 Description Cp Pressure (psf) +GCpi -GCpi Leeward Walls (Wind Dir Parallel to 91.67 ft wall) -0.50 -31.91 -13.14 Leeward Walls (Wind Dir Parallel to 77.5 ft wall) -0.46 -30.26 .;11,50 .. Side Walls -0.70 -40.92 -22.35 Roof - Normal to Ride eta > =10 • • • • • • • • • • Windward - Max Negative -0.41 -27.83 -9.06 • • • • Windward - Max Positive 0.09 -5.39 • 13.7 • Leeward Normal to Ridge -0.57 -35.00 -16.23 ." Overhang Top -0.41 -18.44 "f6.44 ' Overhang Bottom 0.80 0.691 0.69 Roof - Parallel to Ridge All Theta • • Dist from Windward Edge: 0 ft to 13.125 ft -0.90 -49.93 • • -31. 6 Dist from Windward Edge: 13.125 ft to 26.25 ft -0.90 -49.93 -31.16 • Dist from Windward Edge: 26.25 ft to 52.5 ft -0.50 -31.91 .;1 114 .... Dist from Windward Edge: > 52.5 ft 1 -0.30 -22.90 ;4.33 '.... ' Horizontal distance from windward edge I • • • • • • .. 0 0 0 • Copyright 2001 - MECA Enterprises, Inc. www.mecaconsuFdng.com Page No. 3 of 7 7/12/2005 MND98 v2-8 Wind Load Design per ASCE 7 -98 Figure 6-4 - External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems wl Ht <= 60 ft Kh = 2.01'(Ht/zg)"(2/Alpha) = 0.96 Kht = Topographic factor Fig 6-2 = 1.00 Oh = 0.00256• 2•lmpFae WKht'Kd = 52.11 Case A • Surface GCpf +GCpf -GCpf qh Min P Max P ;....; .... s .... 1 0.52 0.18 -0.18 52.11 17.53 3629 2 -0.69 0.18 -0.18 52.11 -45.34 -26.58 • • 3 -0.47 0.18 -0.18 52.11 -33.80 -15.03 • • • • • • • 4 -0.42 0.18 -0.18 52.11 -31.03 -12.27 *see • 5 0.00 0.18 -0.18 52.11 -9.38 9.38 .' ; "" 6 0.00 0.18 -0.18 52.11 -9.38 9.38 :.' 1 E 0.78 0.18 -0.18 52.11 31.27 50.04 • 2E -1.07 0.18 -0.18 52.11 - 65.14 -46.38 3E -0.67 0.18 -0.18 52.11 -44.47 -25.71 • 4E -0.62 0.18 -0.18 52.11 -41.59 -22.83 • 5E 0.00 0.18 -0.18 52.11 -9.38 9.38 6E 0.00 0.18 -0.18 52.11 -9.38 9.38 ' p = qh GCpf - GCp)i 11,00 4 3 4E 3E 2E 1E 1 Of Copyright 2001 - MECA Enterprises, Inc. www.mecaconsulting.com Page No. 4 of 7 7/12/2005 WIND98 v2-8 Wind Load Design per ASCE 7 -98 Figure 6-4 - External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft Kh = 2.01'(Ht/zg )A(2/Alpha) = 0.96 Kht = Topographic factor (Fig 6-2 ) 1.00 Oh = 0.00256'MA2'Im Fac•Kh'Kht'Kd = 52.11 Case B 000000 .... Surface GC +GCpf -GCpi qh Min P Max P - **00 (Psf) (psf) (PA - 1 -0.45 0.18 -0.18 52.11 -32.83 -14.07 • • • 2 -0.69 0.18 -0.18 52.11 -45.34 -26.58 ' •' • " ' 3 -0.37 0.18 -0.18 52.11 -28.66 -9.90 • - • - • 4 -0.45 0.18 -0.18 52.11 -32.83 -14.07 5 0.40 0.18 -0.18 52.11 11.47 30.23 - • • 6 -0.29 0.18 -018 52.11 -24.49 -5.73 • 1 E -0.48 0.18 -0.18 52.11 -34.40 -15.63 • • • 2E -1.07 0.18 -0.18 52.11 -05.14 -46.38 '.... 3E -0.53 0.18 -0.18 52.11 -37.00 -18.24 :..:.: 4E -0.48 0.18 -0.18 52.11 -34.40 -15.63 5E 0.61 0.18 -0.18 52.11 22.41 41.17 6E -0.43 0.18 -0.18 52.11 -31.79 -13.03 ` p = h ' (GCpf - GCp) 4E 3E M5E za w 8.00•• • • 000000 Copyright 2001 - MECA Enterprises, Inc. www.mecaconsulting.com Page No. 5 of 7 7/12/2005 WWND98v2-8 Wind Load Design per ASCE 7-98 Figure 6-5 - Extemal Pressure CoefficientsGCR Loads on Components and Cladding for Buildings wl Ht <= 60 ft ---- - - - - -- �lmlmllqokMAIM ■ice �� ■rte ������r_��■��sm ���■■�� OffITITIM �i�ii�■i i •••• •. Copyright 2001 - MECA Enterprises, Inc. www.mecaconsul6ng.com Page No. 6 of 7 0 .v 7/12/2005 WIND98 v2 -8 Wind Load Des" n per ASCE 7 -98 Table 6 -7 Internal Pressure Coefficients for Buildings, Gcai •••• Condition •• • Gc Max + Open Buildings 0.00 HMax- Partially Enclosed Buildings 0.55 .. • Enclosed Build'm 0.18 .... .. Enclosed Buildings 0.18 f -0.18 0 • • ...... .... Copyright 2001 - MECA Enterprises, Inc. www.mecaconsulting.com Page No. 7 of 7 •••• •• • .. • .... Page No. 7 of 7 6/6/2005 MND98 V2-8 �Ar...d 1 --A r%-&;^^ nnr AerrC: 7_of2 Component width (ft) Length M (ft) Area (ft " 2) Zone - - - - G Wind Press (Ibfft "2 Max Min Max Min GARAGE DOOR 15.33 8 122.64 4 0.81 -0.91 43.22 -47.59 GARAGE DOOR 15.33 8 122.64 5 0.81 -1.02 43.22 -52.31 GARAGE DOOR 8 8 64.00 4 0.86 -0.96 45.40 -49.77 GARAGE DOOR 8 8 64.00 5 0.86 -1.12 45.40 -56.67 OPENING 3.17 4.083 12.94 4 0.98 -1.08 50.76 -55.14 OPENING 3.17 4.083 12.94 5 0.98 -1.36 50.76 -07.40 OPENING 2.083 3 6.25 4 1.00 -1.10 51.63 -56.00 OPENING 2.083 3 6.25 5 1.00 -1.40 5 . • -09.1 OPENING 9 7 63-.0-0-4 0.86 -0.96 5.45 • -49.83 OPENING 9 7 63.00 5 0.86 -1.12 45.45 -56j,8, OPENING 3.17 8.42 26.69 4 0.92 -1.02 4$.3 - 52.71 OPENING 3.17 8.42 26.69 5 0.92 -1.25 $8.33 ; - 62.54. OPENING 2.75 7.67 21.09 4 0.94 -1.04 48.12' -52A. OPENING 2.75 7.67 21.09 5 0.94 -1.29 49.12 - 64x1.3. OPENING 3.17 4 12.68 4 0.98 -1.08 60.83 • -5 41• • OPENING 3.17 4 12.68 5 0.98 -1.36 �3 • -67.53 OPENING 2.17 3 6.51 4 1.00 -1.10 51.63 • - 56!4P' OPENING 2.17 3 6.51 5 1.00 -1.40 51.63 - 69.13' OPENING 5.083 8.083 41.09 4 0.89 -0.99 46'85. -53. OPENING 5.083 8.083 41.09 5 0.89 -1.18 46.69 . -59. OPENING 2.17 2.17 4.71 4 1.00 -1.10 SUAS -56.00 OPENING 2.17 2.17 4.71 5 1.00 -1.40 51.63 -69.13 OPENING 6.83 10.25 70.01 L__L 0.85 -0.95 45.10 -49.47 Copyright 2001 - MECA Enterprises, Inc. www.mecaconsufbng.com Page No. 1 of 1 6/6/2005 MND98 v2-8 Winn I nnti nocinn npr ASr.F 7 -98 Component width (f ) LeNth (ft) Area (ft "2) Zone GCp Wind Press IbHM2 Max Min Max Min OPENING 6.75 7.83 52.85 4 0.87 -0.97 46.04 -50.42 OPENING 6.75 7.83 52.85 5 0.87 - 1.14 46.04 -57.95 OPENING 2.33 3 6.99 4 1.00 -1.10 51.63 -56.00 OPENING 2.33 3 6.99 5 1.00 -1.40 51.63 -69.13 OPENING 2.17 2.33 5.06 4 1.00 -1.10 51.63 -56.00 OPENING 2.17 2.33 5.06 5 1.00 -1.40 51.63 -69.13 OPENING 9 7.67 69.03 4 0.85 -0.95 5.14 -49.52 OPENING 9 7.67 69.03 5 0.85 -1.10 4 .14 - -56-j6:, OPENING 4.17 5 20.85 4 0.94 -1.04 #q,%: -53,P,4, OPENING 4.17 5 20.85 5 0.94 -1.29 49.16 -644. OPENING 10.33 5 51.65 4 0.87 -0.97 46.12, - 50.49. OPENING 10.33 5 51.65 5 0.87 -1.15 46.12 . - 58.11. OPENING 10.17 10.17 103.43 4 0.82 -0.92 9,76 -4 .4 OPENING 10.17 10.17 103.43 5 0.82 -1.04 43.79 -51.46-, OPENING 8.33 5 41.65 4 0.89 -0.99 16.V: -51.22 - OPENING 8.33 5 41.65 5 0.89 -1.18 ff84 ; - 59.55- . ... Copyright 2001 - MECA Enterprises, Inc. www.mecaconsutfing.com Page No. 1 of 1 1n Z�L �'6i)(SaS��vS{�S`zPl9�C5"o.b �o � L5 Lss&'9�p�►�o► ..... (SRO'�I�L`�L�l�QljfL�4i'�1,(3,) S). 06 T'-) 2A, ob I Qe 3`7 a 5Z ='�Q �—' IrVP2 van j Lgi�1 j T�VSS w�.IPT � G%zf}vlr`� �, .� I•D7 a4f z - 7z•34�'�,�51C2��19pZS) -.7s' -2i7 F'o . -7Z -5 (7-7y)( .o-7(,q � V Zb9 l�1 1515 1--725 44 3 p1F • •••• •••••• IL )(S.1L S 3- v7, /4.s1 ��)�4.75� 4- `Tlo�l °31'•- ►5,s(�� 47' 4i. 6��G• S) �' ��' 72 .34��►�1�Z1'��'`1�Q= �1}v�'�U�= •517 ..: ..•... P ?¢7 - — A I l Z:F- —o {– �1-7 25)�g,�tS) 14o°j �1n.33� = I �.7 �C, �l�G — - - -- , F = 3V7(10.33� �- 55�i-7 2S) -� 1409 = 4A,r�� 2 �i = —�✓�6�2 3 / BJJu IZCw � 4• 43�z -1 P - -t -- -- Zv-7ri� i T"4 =0' 412'a( --7) -4- '77•3g jgSxZ�C2-7s�+- Zf�iCZ�xZa� • t )(30-1 -75) o •e• s 4170 oboe •• a- g-�-,18j7-7) 4- s (z crl +� Grp -7.75 � � g 4a.rz S. �1 3 7.�s �^ T do.�-� -72 34 sy`^A,, —� `(v., -7(i$ �tl�Z��i't1 +�z�,�� -7.7 A,:' 24L�\U� �7 153 L� s- (Z(,,' (Z) 0 • • • • • -7-7s' 1..3 72 34 ?z 34 4-t. � � has I l5 z-,X z)�lo.ra�S� +n3¢(7.�s)(2)�i�8��� = Zi 75 � � =o • �Z a����Yz) 1 �'.�(�.�5)C7 � �- ��.3��,,$)lz� _�� -���� VA =i4g� 45C57 ��v\ --v ; � �� 12 � ZS� = Z t Z �� C9 ys Gs-�y 1 riZZ ,Jr— �l '� .. � .. • 0to'7 ••••e• ee•e • 7" � *see • Z � • ••e••• 41 0'! pSf • Elf • • T- - • • • • • • . .... ...... .6217. • • • • • • e ... . Lg —�Y . . . .... .. . = =0 4SS(2ea-r� +- 4+o7 z�ISI+- n.34(7•1S7( UX+ Z►M,q �' 3{,�(Zfo,r7��t3,vas, -►- tf (26 ���(� ���3,�ds� ° Z�G�, � (,� = �pp��J1� Gg _ G, -7 c� -7.-7c_ iZ 34- 4l , 0-1 %L Ti�f 7z (y-� ;xyXZ.37t.)� 4t.o-1(21. -,�-A )(I-7� 4- 4i.0 -r ZI S Gq -T2.3.+ i.o"T Ps �.3-t t_ I•S A It-VIP X3 4 ( �'s)(�)�Z.3' -���" �ii.a,($ly �� Y�'ro�u �13`FC�.���cl �$Y7S +,�Z4 ZS�� ►o.foZS� i�.15�g 4.�5 ) (I Lvl�y =o : �5 C24 .zgt)��U bZr�� +- 3b7 (2�,2 � �vz� - 2'• 254,, PIF — c-I sees .. �v� _� : SooC�.s7 4. 1 4 �• ZS -� — 2�5 1 l zs1 + z.3 � Sx��C4., �•_ -7U��— V3— sees sees sees sees sees sees. sees. sees.. sees.. sees.. sees sees OUT OF PLANE BENDING FOR MASONRY WALLS 6 .fees. HEIGHT = 12.75 ° REINFORCEMENT (1#6 @ 24" O.C.) = 0.22 in2/FT B= 12.00 in '••••° D= 3.8 in rho = 0.0048 ' rho•n = 0.1036 k= 0.36 . j= 0.88 • • • AXIAL LOAD /FT = 2.35 KIPS Goes** AREA OF MASONRY = 58.38 in2 WIND LOAD = 61.17 PSF fb = 539.19 psi fa = 40.25 psi falFa + fb/Fb = MOMENT= 14.915922 kip-in 0.94 < 1.0 OX 'Does 0 e . .. . e0.. 0000 .... 0 00 0000 0000 0 o ACI 530 -92 MASONRY DESIGN Fs = 32.00 KSI Fv = 35.00 PSI ' F'm = 1500.00 PSI Es = 29000.00 KSI Em = 1350 PSI n = 21.481481 Es/Em Fb = 666.67 PSI 4/3 INCREASE FOR WIND LOADS Fa = 300 PSI 413 INCREASE FOR WIND LOADS OUT OF PLANE BENDING FOR MASONRY WALLS 6 .fees. HEIGHT = 12.75 ° REINFORCEMENT (1#6 @ 24" O.C.) = 0.22 in2/FT B= 12.00 in '••••° D= 3.8 in rho = 0.0048 ' rho•n = 0.1036 k= 0.36 . j= 0.88 • • • AXIAL LOAD /FT = 2.35 KIPS Goes** AREA OF MASONRY = 58.38 in2 WIND LOAD = 61.17 PSF fb = 539.19 psi fa = 40.25 psi falFa + fb/Fb = MOMENT= 14.915922 kip-in 0.94 < 1.0 OX 'Does 0 e . .. . e0.. 0000 .... 0 00 0000 0000 0 o ACI 530 -92 MASONRY DESIGN Fs = 32.00 KSI 3.8 in Fv = 35.00 PSI 0.0377 ' F'm = 1500.00 PSI sees Es = 29000.00 KSI Em = 1350 PSI *foes* n = 21.481481 Es/Em ' Fb = 666.67 PSI 4/3 INCREASE FOR WIND LOADS Fa = 300 PSI 4/3 INCREASE FOR WIND LOADS ' •. • •' OUT OF PLANE BENDING FOR MASONRY WALLS HEIGHT = 11.5 REINFORCEMENT (1#5 @ 48" O.C.) = 0.08 in2/FT ***4"* B = 12.00 in D = 3.8 in rho = 0.0018 rho'n = 0.0377 k = 0.24 j = 0.92 AXIAL LOAD /FT = 0.279 KIPS AREA OF MASONRY = 57 in2 WIND LOAD = 61.17 PSF fb = 635.70 psi fa = 4.89 psi fa/Fa + fb /Fb = MOMENT= 12.134599 kip-in 0.97 < 1.0 O. K sees sees sees sees see. .... sees. sees.. sees.. sees.. sees sees 16 RE: REINFORCED CONCRETE BEAM CALCULATIONS FOR BENDING AND SHEAR ACCORDING TO ACI 318 -99 SPAN = 10'-4" B -12 LOCATED @ LOFT a 0041 LOADS (PSF): TRIBUTARY AREA (FT): SPAN (FT): SELF WEIGHT (LBS): ULTIMATE LOAD (PLF): Minimum Flexural Reinforcement = As (min) _ fc' (ksi) Fy (ksi) b (in) d (in) Mu (kip -in) As Required (in2): Vu (kips): phiVcJ2 (kips): Vs (kips): Stirr. Spacing (in): Av (in2): Vc *0.85/2 = LIVE 40 1 10.33 77.52 1709.90 0.26 3 60 8 9.69 273.69 0.57 8.83 3.61 6.78 18.86 0.22 1.53 Note: Stirrups required when 0.85 *Vc /2 < Vu • DEAD 020Z* (200 /Fy) *b *d Per aci 318 -89, para 10.5 .. • • ••• • % Use 2#5 = 0.62in2 If this is larger than this than stirrups are required Use minimum ACI 318 -89 requirements Area of 2#3 hoop legs Stirrups are required. LnQC-4s F3pGm mow- X BxIZ X 7,8 1--44 TOOL = 5S�, �y,�34 / l )(/.IT _ /,s69,q f 1 I� • • Required Stirrup Spacing WHEN Vu >0.85 *Vc/2 but Vu <0.85 *Vc s = smaller of: ' r d/2 = 4.845 ** ** CONTR6 X,"" • • ; (Av *Fy) /(50 *b) = 33 • ' . . . ... ..... 24 in. = 24 •••••• •••• • . .... ...... . . . .. ...... . .... ...... 2 s 70/0 . . .... .... 2jfls z/s k3T� .. .... .. . cvI -W3 7irs C 4 RE: REINFORCED CONCRETE BEAM CALCULATIONS FOR BENDING AND SHEAR ACCORDING TO ACI 318-99 SPAN =9' -0" B-6 LOCATED @ LOFT • 0000 LOADS (PSF): TRIBUTARY AREA (FT): SPAN (FT): SELF WEIGHT (LBS): ULTIMATE LOAD (PLF): Minimum Flexural Reinforcement = As (min) = fc' (ksi) Fy (ksi) b (in) d (in) Mu (kip -in) As Required (in2): Vu (kips): phiVc/2 (kips): Vs (kips): Stirr. Spacing (in): Av (in2): Vc *0.85/2 = LIVE 40 9 77.52 1552.63 0.26 3 60 8 9.69 188.64 0.38 6.99 3.61 4.61 27.74 0.22 1.53 Note: Stirrups required when 0.85 *Vct2 < Vu 0000•• • DEAD ;• •; •202. • 0000.. (200 /Fy) *b *d Per aci 318 -89, para 10.5 • ..• 0000 • • • . . 0• 6000 • •00• Use 295 =0.62 in2 If this is larger than this than stirrups are required Use minimum ACI 318 -89 requirements Area of 2#3 hoop legs Stirrups are required. �eum x yoo� SS Lb x �� �S _ z 1 Iq 0000. 0000. f • • • 0000•• • 0000.. 0000.. • ••.• 0000 i� Required Stirrup Spacing WHEN Vu >0.85 *Vc/2 but Vu <0.85 *Vc s = smaller of: 0000. d/2 = 4.845 " * ** CONTROLS.":*"" .. (Av *Fy) /(50 *b) = 33 . . 0000 0000. • 24 in. = 24 . 0000 0000.. . . . •• •••••• �} poP4 . 0000 0000.. .. •••• 0 00 0 0 .. 0 . 0000 0000 � S 9cr>l -lo.r� . . 0000 .. 2 0000.. . . . 0 0 w # 3 Timms 2 RE: REINFORCED CONCRETE BEAM CALCULATIONS FOR BENDING AND SHEAR ACCORDING TO AC1318 -99 SPAN = 23' -10" B-8 LOCATED @ LOFT LOADS (PSF): TRIBUTARY AREA (FT): SPAN (FT): SELF WEIGHT (LBS): ULTIMATE LOAD (PLF): Minimum Flexural Reinforcement = As (min) = fc' (ksi) Fy (ksi) b (in) d (in) Mu (kip -in) As Required, (in2): Vu (kips): phiVc12 (kips): Vs (kips): Stirr. Spacing (in): Av (in2): Vc•0.85/2 = LIVE 40 1 23.83 187.00 3357.11 .00a0 DEAD (200 /Fy) -b *d 0.62 Per aci 318-89, para 10.5 *see 3 60 8 23.375 2859.60 2.74 Use 4#8 =3.16 in2 40.00 If this is larger 8.71 than this than stirrups are required 38.35 8.05 Use minimum ACI 318-89 requirements 0.22 Area of 2#3 hoop legs 3.70 Stirrups are required. Note: Stirrups required when 0.85•Vc12 < Vu G V-1 1 = I'S 0 `b X 8X 2 6 L T471 Z 2 ) 4�z �YCory,lon = DL. zs��i� 1 =3 X ►9= z9�.s3�6�ff LL = uo Lb 16.4>3 1 = 5�2. Z 2 L6 /�f LX lU ��x 1.4 2gY.S3 L6C'T� T�2 2 1 �3 S4. 11 � 61/�I 244 Required Stirrup Spacing WHEN Vu >0.85 *VG2 but Vu <0.85 *Vc s = smaller of: d/2 = 11.6875 (Av *Fy) /(50 *b) = 33 24 in. = 24 A D OPT LI -W::;' -[OP ,9 q s- rl / D L/ *S erm w/ y9 T"eS (e e''o.c 1 ? )� 0000. ** : CONTROLS*:: .. 0 . . . .0000. 0000 . . . 0000 0000.. . . . .. 0000.. 0000 .. . 0000 0000.. .. 006. . . . . 0000 0000 . 0 .. 0 0000 0000 0 . . . . 0000 .. . . . . 6006.. 2z RE: REINFORCED CONCRETE BEAM • CALCULATIONS FOR BENDING AND SHEAR ' ACCORDING TO ACI 318 -99 _ SPAN =8' -4" B -1 LOCATED @ LOFT ..•. .. 0000. . . e see 0000. •0000• 0000 . 00.0 :0000: LIVE DEAD : : . 00 .sees. LOADS (PSF): 40 •292- a ;. • s • 0000 . • TRIBUTARY AREA (FT): 1 . •• �••••� 0000.. SPAN (FT): 8.33 s • . . 0000 0000 SELF WEIGHT (LBS)• 189.44 •e • s••• •••••• ULTIMATE LOAD (PLF): 1297.77 0000.. Minimum Flexural Reinforcement = (200 /Fy) *b *d As (min) = 0.63 Per aci 318 -89, para 10.5 fc' (ksi) 3 Fy (ksi) 60 b (in) 8 • d (in) 23.68 Mu (kip -in) 135.08 As Required (in2): 0.11 Use 4#7 =2.4 in2 ' Vu (kips): 5.41 If this is larger phiVc /2 (kips): 8.82 than this than stirrups are required Vs (kips): -2.46 Stirr. Spacing (in): - 127.03 Use minimum ACI 318 -89 requirements Av (in2): 0.22 Area of 2 #3 hoop legs Vc *0.85/2 = 3.75 Stirrups are required. Note: Stirrups required when 0.85 *Vc /2 < Vu 1 Required Stirrup Spacing WHEN Vu >0.85 *Vc/2 but Vu <0.85 *Vc s = smaller of: ' d/2 = 11.84 * CONTROLS.":"* (Av *Fy) /(50 *b) = 33 . . . ... ..... ' 24 in. 24 . .... ...... . . . .. ...... A D OpT . . . .... ...... Z s Tco � .. . . .... . . .... .... .. . .... .... wl-W3 7 /e6 8 "0. C 1 RE: REINFORCED CONCRETE BEAM CALCULATIONS FOR BENDING AND SHEAR ACCORDING TO AC1318 -99 SPAN =9' -0" B-10 LOCATED @ LOFT LOADS (PSF): TRIBUTARY AREA (FT): SPAN (FT): SELF WEIGHT (LBS): ULTIMATE LOAD (PLF): Minimum Flexural Reinforcement = As (min) _ fc' (ksi) Fy (ksi) b (in) d (in) Mu (kip -in) As Required (in2): Vu (kips): phiVc12 (kips): Vs (kips): Stirr. Spacing (in): Av (in2): Vc *0.85/2 = LIVE 40 1 9 197.44 1315.69 0.66 3 60 8 24.68 159.86 0.12 5.92 9.19 -2.23 - 146.31 0.22 3.91 Note: Stirrups required when 0.85 *Vct2 < Vu DEAD .. ..Goes (200 /Fy) *b *d Per aci 318 -89, para 10.5 Use 2#7 =1.2 in2 If this is larger than this than stirrups are required Use minimum ACI 318-89 requirements Area of 2#3 hoop legs Stirrups are required. 1CDOj.5 IjPC4Yv) l�uL ,� ��z x 14 = 3 ►S 1���� 4�3 Y0 0 �- = SS =� 41 )Xl,sr = Z2X,��1���� - .{ '12 T,-I 1 2U . G Required Stirrup Spacing WHEN Vu >0.85 *Vc/2 but Vu <0.85 *Vc s = smaller of: 3 d/2 = 12.34 "**' CONTROL —... , (Av *Fy) /(50 *b) = 33 • . . . ... 6666. 24 in. = 24 :6666: . 6666 6666 6666.. . . 6666 . .. .. .6000. A D a �T . 0 6666 6666.8 24s 76P : .. .66. . . 6666 6666 . .6.... .6.. 6666 .6 6 . . wl �3 7iPS � 8 ��� • �- 1 RE: REINFORCED CONCRETE BEAM CALCULATIONS FOR BENDING AND SHEAR ACCORDING TO ACI 318 -99 SPAN = 10'-4" B -7 LOCATED Q LOFT LOADS (PSF): TRIBUTARY AREA (FT): SPAN (FT): SELF WEIGHT (LBS): ULTIMATE LOAD (PLF): Minimum Flexural Reinforcement = As (min) = fc' (ksi) Fy (ksi) b (in) d (in) Mu (kip -in) As Required (in2): Vu (kips): phiVc/2 (kips): Vs (kips): Stirr. Spacing (in): Av (in2): Vc•0.85/2 = LIVE 40 1 10.33 189.44 2102.31 0.63 3 60 8 23.68 336.50 0.27 10.86 8.82 3.95 79.03 0.22 3.75 Note: Stirrups required when 0.85•VG2 < Vu DEAD • • • • 282 • (200 /Fy)•b *d Per aci 318 -89, para 10.5 Use 2#7 =1.2 in2 If this is larger than this than stirrups are required Use minimum ACI 318 -89 requirements Area of 2#3 hoop legs Stirrups are required. �Pc+rn = �S� L� X 12 x7G x1.4 44 3 I`�4 fib-- �4 z �G11 GSrX 5,sx I. L4 93•S���ff . 1jZ 1 Required Stirrup Spacing WHEN Vu >0.85 *Vc/2 but Vu <0.85 *Vc s = smaller of: d/2 = 11.84 (Av *Fy) /(50 *b) = 33 24 in. = 24 A Z) opt 2 #5' -To /0 ZOqs M/D 2 417 e 7 r1 ,,) /# 3 -lies 0•C 1 L T CONTROLS'*"** •' • • : . . . . ... ..... ...... .... . . . .... ...... . . . .. ...... . .... ...... . . .... .... ... .... .... . .. .... .. . RE: REINFORCED CONCRETE BEAM CALCULATIONS FOR BENDING AND SHEAR ACCORDING TO ACI 318 -99 SPAN = 10' -4" B -8 LOCATED c@ LOFT LOADS (PSF): TRIBUTARY AREA (FT): SPAN (FT): SELF WEIGHT (LBS): ULTIMATE LOAD (PLF) Minimum Flexural Reinforcement = As (min) _ fc' (ksi) Fy (ksi) b (in) d (in) Mu (kip -in) As Required (in2): Vu (kips): phiVc/2 (kips): Vs (kips): Stirr. Spacing (in): Av (in2): Vc *0.85/2 = LIVE 40 1 10.33 189.44 3325.00 0 .... 0000.. . DEAD 20i 0000 ...... (200 /Fy) *b *d 0.63 Per ac! 318 -89, para 10.5 0000 00.0 *ego .0.. 00.. .... 0 0 0 000 3 60 8 23.68 532.21 0.43 Use 2#7 =1.2 in2 17.17 If this is larger 8.82 than this than stirrups are required 11.38 27.46 Use minimum ACI 318-89 requirements 0.22 Area of 2#3 hoop legs 3.75 Stirrups are required. Note: Stirrups required when 0.85 *Vc/2 < Vu Lo��s "JeGm 5: �St�/�1� x yXZ 6 k I. 4 = 3c53, l ?,IS 6#4 4 �-kj c(l� _ �s L� x g.s x t q_ 7 +3 S Ly4k �z �YGmin� p1,= Z I_b r S yz x �hl� 000y T4 z �f SD L I. b q 2-y /* 2 To ICJ= 33zs�-b /i{ ze 0000. 0000. 0000.. 0000.. 0000.. 0 0000 0000 . . . 1 4 29 �, Required Stirrup Spacing 1 WHEN Vu >0.85 *VcJ2 but Vu <0.85 *Vc s = smaller of: d/2 = 11.84 "*** CONTROLS*:*::. .. • • : • .: (Av *Fy) /(50 *b) = 33 ... 24 in. = 24 :....: :0000. . ...... .... ...... DoPT :*see: . .. .••••• . .... ...... z44s . . 2-OS- /-lip .... .... • • • •••• •• • w�3 -r/es 1 RE: REINFORCED CONCRETE BEAM CALCULATIONS FOR BENDING AND SHEAR ACCORDING TO ACI 318 -99 SPAN = 16' -0" B -15 LOCATED @ LOFT LOADS (PSF): TRIBUTARY AREA (FT): SPAN (FT): SELF WEIGHT (LBS): ULTIMATE LOAD (PLF): Minimum Flexural Reinforcement = As (min) = fc' (ksi) Fy (ksi) b (in) d (in) Mu (kip -in) As Required (in2): Vu (kips): phiVc/2 (kips): Vs (kips): Stirr. Spacing (in): Av (in2): VC *0.85/2 = LIVE 40 1 16 157.52 3302.42 . . DEAD • • • • 202'....' . (200 /Fy) *b *d 0.53 Per aci 318 -89, para 10.5 3 60 8 19.69 1268.13 1.32 Use 2#8 =1.58 in2 26.42 If this is larger 7.33 than this than stirrups are required 23.75 10.94 Use minimum ACI 318 -89 requirements 0.22 Area of 2#3 hoop legs 3.12 Stirrups are required. Note: Stirrups required when 0.85 *Vc /2 < Vu T--)PUm.ISvi�J6x 0,C 2-2 XI,Ll ZS6.64�b��� 4'-t .(-I2 C z / wc:tIl 6� 1b x �3 X LI'1��. l� 2 �iwy �L : Uo LIW+ - � z -2. z�xl,y= 15'OC) �z z -1 4 ca! = 3,"3 oz 4 Z L -6 0000 v . Required Stirrup Spacing WHEN Vu >0.85 *Vc/2 but Vu <0.85 *Vc s = smaller of: • d/2 = 9.845 '""" CONTROLS**'"'* 0000 ' • "' (Av *Fy) /(50 *b) = 33 . . .. • 24 in. = 24 :ease: 0000 0000 0000. • 000• 000000 AQO/"( , 0 . . . . .. 000000 Zzk�, rep 0000 .. • . 0000 0000.. ,Ws 14710 . . zg rlo 0000 0000 w1 # 3 Y14-s . @ O • c ... . 0 0 0000 •0000 • . . .. 1 0, • �OV+inC� L�PSf � i'1 ���' W F 2 � e 2 x �, loo ( _ c� v� a/ % • '••••' :••••: 1 C4 4 . . . .. ...... . .... ...... Tc be.o,, -� ISO L x 1 6 13 3. 33 L���� :.'� : • Lt Ll . . .... .... .. . .... •••• coo . . . .. ...... •.•• •• . . . . SS x GI 42 t4 - //// �l�i. ��(T� • 00 set Ya �l- Lt 0 t-X (o 4o3•Z Lb� f� -2 644 z r Io.U�,= ?S 2 Sol L o 1:. _91, �g.�9L����- �4 144 c� I = 4-2 °• L to 2 ) , I y . Z- / ) ��d ro P d r S�Pe SI 1'� �cac��l�ns oC�! 5 0000 .. • . . ••• •••.• 0000.. •.•• . . • 0000 0000.. S� 1: z fi:, S': ; •:., 0000.: 00.0.0 • � 30 • 6 .� see 0 fee (/0 4 0000.. /so�� F I C�3 6f6Lb 2oao > -6/.� i