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RC-11-525Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 157595 Permit Number: RC -3 -11 -525 Scheduled Inspection Date: February 10, 2012 Inspector: Bruhn, Norman Owner: LONGMAN, JOHN Job Address: 333 NE 92 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Addition /Alteration Phone Number Parcel Number 1132060136370 Phone: (305)685 -0412 Building Department Comments CONVERSION OF HALF OF THE GARAGE INTO LIVING SPACE Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments February 09, 2012 For Inspections please call: (305)762 -4949 Page 1 of 14 Certificate of Occupancy Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305 - 795 -2204 Fax: 305 - 756 -8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Permit Type Owner Subdivision /Project Construction Type Square Footage 333 NE 92 Street Residential Construction JOHN LONGMAN <NONE> R -3 705 SQ FT Miami Shores FL 33138- Location Bldg. Permit No. RC -3 -11 -525 Contractor ORONI INC Date Issued Occupancy Load Occupancy Type 02/13/2012 Single Family R -3 dr;Z:Alli* Build in '•fficials Approval Norman Bruhn, Not Transferable POST IN A CONSPICUOUS PLACE • INSPECTION RECORD Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 POST ON SITE INSPECTION REQUESTS: (305)762 -4949 or Log on at https : / /bldg.miamishoresvillage.com /cap REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Residential Construction Parcel #:1132060136370 Owner's Name: JOHN LONGMAN Job Address: 333 NE 92 Street Miami Shores_ FL 33138 - Bond Number: Owner's Phone: O_ Total Square Feet: 705 Total Job Valuation: $ 39,000.00 Contractor(s) ORONI INC Phone Primary Contractor (305)685 -0412 Yes WORK IS ALLOWED MONDAY THROUGH SATURDAY, 7:30AM - 6:OOPM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY. THIS MUST BE G'.? JOB AT TIME CF INSPECTION - NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. INSPECTION RECORD STRUCTURAL INSPECTION D DATE I INSP Foundation . .,jj -(/ Stemwall Slab 4 P P.271 Columns (1st Lift) 4 i ZONING INSPECTION DATE INSP Zoning Final ZONING COMMENTS ELECTRICAL INSPECTION DATE INSP Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling Rou ■ •,;1, Rough iloyfL�/ s _ Telephone Rough Telephone Final TV Rough TV Final Cable Rough Cable Final Intercom Rough Intercom Final Alarm Rough Alarm Final Fire Alarm Rough i Fire Alarm Final l Service Work With FINAL j ELECTRICAL COMMENTS PLUMBING INSPECTION DATE bp Rough r&BVal i 1 Water Service lint 2"dRou•h Too Out rdr21711P7.16 � Fire Sprinklers MT Se•tic Tank Sewer Hook -u •is�i,'L Mira Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final FINAL .2p- MAID, PLUMBING COMMENTS ifiro - IMMINIMFAMIIIIIIIIIIIIII MECHANICAL INSPECTION DATE Underground Pipe Roush aralaiii ice: iii Ventilation Rough Hood Rough \ Pressure Test Final Hood LVIIIICatilill Final Ventilati q ermil1 _ (1, Final Pool He- tir1A`Jir Emompankimimmun INAL aireGin11111 MOLIVIIIIIMI 1'ifi- tU llI,1i!k al PLUMBING INSPECTION DATE bp Rough r&BVal i 1 Water Service lint 2"dRou•h Too Out rdr21711P7.16 � Fire Sprinklers MT Se•tic Tank Sewer Hook -u •is�i,'L Mira Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final FINAL .2p- MAID, PLUMBING COMMENTS ifiro - IMMINIMFAMIIIIIIIIIIIIII MECHANICAL INSPECTION DATE Underground Pipe Roush aralaiii ice: iii Ventilation Rough Hood Rough \ Pressure Test Final Hood LVIIIICatilill Final Ventilati q ermil1 _ (1, Final Pool He- tir1A`Jir Emompankimimmun INAL aireGin11111 MOLIVIIIIIMI 1'ifi- tU llI,1i!k al r Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP - 157599 Permit Number: RC -3 -11 -525 Inspection Date: February 02, 2012 Inspector: Bruhn, Norman Owner: LONGMAN, JOHN Job Address: 333 NE 92 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Addition /Alteration Phone Number ()_- Parcel Number 1132060136370 Phone: (305)685 -0412 Building Department Comments CONVERSION OF HALF OF THE GARAGE INTO LIVING SPACE Passed Ag D-17,/ Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 February 02, 2012 Page 1 of 1 • AIR Sr BEA r ENSIJLAI1UN. INC Jba/AU.WfAft TNSUI..A Ft RS 1751 WEST 3SITI PLACE UNIT 1006-A ENERGY. SOUND AND IMPACT CERT1F1CATE PVITriti No: RC-341-3-2S Project Name: Joh Address: 333 N 2 ST, MIAMI, FL RECEI /OD JAN 3 1 2O2 BY: RCA k --#SaS STATEMENT OF COMPLIANCE the witharsighodt hortAw citittiPc that tfic ENERGY, SQL. ltilt ANI) INIP,5C1 INSIT_ATION has kern mlHJ tn thr ahoy,: NUM:Aced project. m uumpliartr,c with the th La1sI ;Anima or the FLORIDA BI.ILIANG CODE., th APPROVED ENERGY CALCULATIONS, and atul m accordance with good ccinstructiim practice Bic ittnalation rumi&fital end installed bliA the citaracteasim thown below (itheck GAN applicable boxes). tt 1) Emeran CBS alts ta flucklicss• 4" itu:h (List Mt*, Anal (Veil) INSULATION fl v111.41 02) Exterior Frame Metal Stud Walk R- (Min): Martial: Mfgr: Thickness: inch (e49; Density: 03) Exterior u11 Osntiete walLs: R-: (Min): Material fl inch cs): Demity: !bit Mtgr. 4) Interior walls separating AC from tron-AC <.-pacet.: obviation: R- Matorig BAIT FIBERGLASS Thanelz: 3 112" §nth , KNA14 05) 1■41,713,1.7fAMULRINDENDNI,._c9FIST1TX3T19177_0}1Y. The COMMON (Path rw'4.1.11...s to me separate conditioned untarteics shall be insulated to a anthill= of R-11 tin frame walls. and to Rri on both mks of common masonry walls See FNEROY CODE, paragraph 13402. ARC 1.1 , Oft page 13,74, latest edition. Thy 'minimum leveb.ol. troalanotr.., Lire ant =MEW M the Lacraa Calculations. bat ,tiltbc arstalled m the tield (0 Ceiling uralanon R. j407, (Min) Matml BI,OWN FIIIEI4G KNAI'F Thickness, tri" inch (esi. Dewily LI) Walls. parlitums and !loin i1ir rnbhc ftvt vets w raits tn bow:am duOling limy, and adjacent publit or sten areas such itS hall must has trwmissien cb (ST(.') ot 1,-; than 50 (prouttratton raw maintain the /equal:41 citing) rig) N.. Leilmr a:sitgrihtie, 1twn d. units oa and mildie or 4Cnit'A° area:4 .aich as talk conedin Aairs, ote must itav a• ct bradiattun ritas..4 (ii() ratmti as not le,s% than 30 Its 11 MIgi AIR & HEAT INSULATION INC: ineistiect by D.ELAJALLSTATE INSULAT r,iofl ClerripanY NaMe 5cgding contractor coo mite: For lightweight Institution conclete, use aptomutiane forms, vaptaarte tom this one, Revised 02-28-2o09 In t Oste center's tBuilde 1 Dale '.3ertifief Signature Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: I NS P- 157611 Permit Number: RC -3 -11 -525 Inspection Date: February 02, 2012 Inspector: Dacquisto, David Owner: LONGMAN, JOHN Job Address: 333 NE 92 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: Declaration of Use Work Classification: Addition /Alteration Phone Number Parcel Number () -- 1132060136370 Phone: (305)685 -0412 Building Department Comments CONVERSION OF HALF OF THE GARAGE INTO LIVING SPACE Passed Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until February 02, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 1 DOCUMENT COVER PAGE For those documents not providing the required space on the first page, this cover page must be attached. It must describe the document in sufficient detail to prohibit its transference to another document An additional recording fee for this page must be remitted. Document Title: (Mortgage, Deed, C Executing Party: Legal Description: (If Applicable) 111 1111 11111 11111 1111111111 11111 111111111 1111 CFN 2012R00766!52 OR Bk 27984 Fss 1927 - 1928; C2uss) RECORDED 02/02/2012 14:43:10 i HARVEY RUVIN, CLERK OF COURT I1IAhMI -DADE COUNTY, FLORIDA (Space above this line reserved for recording office use) As more fully described in above described document. Return Document To / Prepared By: F.S. 695.26 Requirements for recording instruments affecting real property — (Relevant excerpts of statute) (1) No instrument by which the title to real property or any interest therein is conveyed, assigned, encumbered, or otherwise disposed of shall be recorded by the clerk of the circuit court unless: (e) A 3 -inch by 3 -inch space at the top right -hand corner on the first page and a 1 -inch by 3 -inch space at the top right -hand comer on each subsequent page are reserved for use by the clerk of the court... CLK/CT 155 Rev. 04/11 •i PREPARED ...V.51.-E5tOCS tO DECLARATION OF USE OR BK 27984 PG 1928 Shores �+F'i GE Miami hores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 KNOW ALL MEN BY THESE PRESENTS: rY WHEREAS, the undersigned J 0 l.C, is /are the fee simple owner(s) of the following described property (Property') situated and being in Miami Shores Village, Florida: Lot(s) 1 1 CP Block of t•XA 1 S j (Subdivision), according to the plat thereof, as recorded in the Plat Book Page 9-0 of the Public Records of Miami -Dade County, Florida, (address) 333 NC 9Z. $ i and WHEREAS, the undersigned owner(s) have sought certain development approval from Miami Shores and are providing this document in consideration thereof and to induce the Village to grant same: NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which is acknowledged, the undersigned do(es) hereby declare and agree: 1. That the Property will not be used in violation of any ordinance of Miami Shores Village or Miami -Dade County now in effect or hereinafter enacted. 2. That the property will be used for a single family residence only. 3. That he/she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER, the undersigned declare(s) that this covenant is intended and shall constitute a restrictive covenant concerning the use, enjoyment and title to the above Property and shall constitute a covenant running with the land and shall be binding upon the undersigned, his/her successors and assigns and may only be released by Miami Shores Village, or its successors, in accordance with the codes, rules and regulations of said Village then in effect. IN WITNESS WHEREOF, the undersigned has/have caused hand(s) and seal(s) to be affixed hereto on this 20r WITNESS(ES) Signature and Print Signature and Print STATE OF FLORIDA COUNTY OF MIAMI -DADE day of and Print Signature Signature and Print I HEREBY CERTIFY that on this day personally appeared before m( kk- s "GI -f( who is personally known to me or has produced bto Fl °� SWORN TO AND SUBSCRIBED before me on this / day of 200L• STATE QP1. t F.. a''. o .. REBY fit,' is r co W1TNE Evice copy BV ,01 L artir., fd. y.. $}014 IE OF FLORIDA W *Thkfttle egfetiNe eatum !zG n -575 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION INSPECTION AND FINAL APPROVAL APPLICANT: Frank Homstein AGENT: Statewide Septic PROPERTY ADDRESS: 333 NE 92 St Miami, FL 33138 LOT: 15 +16 SUBDIVISION: APPLICATION #:AP1001147 PERMIT #:13 -SC- 1312242 DOCUMENT #:FI841450 DATE PAID :04/11/2011 FEE PAID :375.00 RECEIPT # : 13-PI D- 1589881 BLOCK: 47 ID# : 11- 3206 -013 -6370 CHECKED [X] ITEMS ARE NOT IN COMPLIANCE WITH STATUTE OR RULE AND MUST BE CORRECTED. TANK INSTALLATION [01] [02] [03] [04] [05] [06] [07] [08] [09] TANK SIZE [1] 1050.00 [2] TANK MATERIAL OUTLET DEVICE MULTI- CHAMBERED Concrete [r Y 1 OUTLET FILTER Tuf-Tite LEGEND 1. 13- 045 -22DC3 WATERTIGHT LEVEL DEPTH TO LID DRAINFIELD INSTALLATION [10] [11] [12] [13] [14] [15] [16] [17] [18] [19] [20] [21] N ] AREA [1] 675 [2] DISTRIBUTION BOX NUMBER OF DRAINLINES DRAINLINE SEPARATION DRAINLINE SLOPE DEPTH OF COVER ELEVATION [ ABOVE SYSTEM LOCATION DOSING PUMPS AGGREGATE SIZE AGGREGATE EXCESSIVE FINES AGGREGATE DEPTH 2. SQFT HEADER X 1. 5.00 2. BELOW ] BM 44.64 FILL / EXCAVATION MATERIAL SETBACKS [27] [28] [29] SURFACE WATER DITCHES PRIVATE WELLS [30] PUBLIC WELLS [31] IRRIGATION WELLS [32] POTABLE WATER [33] BUILDING FOUNDATIONS [34] PROPERTY LINES [35] OTHER- ' FILLE? / MOUND pYSTEM [36] ' DRAINFIELD COVER [37] SHOULDERS' [38] SLOPES [39] STABILIZATION 115 FT FT FT FT FT FT 5 tank FT 5 FT FT ADDITIONAL INFORMATION [40] UNOBSTRUCTED.AREA [41] STORMWATER RUNOFF [42] ALARMS' [43] MAINTENANCE AGREEMENT [44] BUILDING AREA [45] LOCATION CONFORMS WITH SITE PLAN [46] FINAL SITE GRADING Guillermo Suarez (A League ADS ARC 24 Page 2 of 3 PEST CONTROL, INC. JUN2 7.2011 I. tc )) -52 NOTICE OF TERMITE PROTECTIVE TREATMENT As REQUIRED BY FLORIDA BUILDING CODE (FBC) 104.2.6 AS PER 104.2.6 -IF SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED, FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. DATE OF TREATMENT: ( (Z 7 BUILDER NAME: TREATMENT ADDRESS: TIME OF TREATMENT: IN 7 P '°'? APPLICATOR: OUT - !Ie" 9 2 JOB #: LOT: BLOCK: UNIT: SPRAY & TAMP ^" SPRAY ONLY) SPRAY # RESIDENTIA COMMERCIAL ".. ADDITION CHEMICAL4'?Y _' R„c'at°'Pti.�+ MONOLITHIC S/F L/F GALLONS STEM W ALL SF L/F STAGE OF TREATMENT (HORIZONTAL, VERTICAL, ADJOINING SLAB, RETREAT OF DISTURBED AREA) CHEMICAL: PERIMETER TREATMENT GALLONS DATE OF TREATMENT: TIME OF TREATMENT: APPLICATOR: L/F 300 S TATE Rohn 7 PLANTATION, FLORIDA 33317 954 -584 -8588 1- 800 -749 -8588 FAx 954 -584 -6117 Building & Neighborhood Compliance Herbert S. Saffir Permitting and Inspection Center 11805 SW 26th Street Miami, Florida 33175 -2474 786 -315 -2100 miamidade.gov REQUESTED REVIEWS CI ALL ❑ BLDG )DERM CI ELEC ❑ ENRG Li FIRE Li HCAP CI LANDSCAPING ❑ MECH ❑ PLUM ❑ PWKS ❑ PWCC ❑ ROOF ❑ SIGN ❑ STRU ❑ ZNPR ❑WASD ❑ PERMIT BY AFFIDAVIT CHECK ❑ SHORT TERM EVENT AFFIDAVIT CHECK ❑ OPTIONAL PLAN REVIEW ❑ BLDG O ELEC OMECH ❑ PLUM ❑ STRU Dear Applicant: Please complete the following information for notification on the status of your plans. n ,,^ �- Last Name: (PRINT CLEARLY) CA/ `pct L-'L- Applicant's First Name: (PRINT CLEARLY) Cellular Number: 'Ze Office/Home Number: 30 S `is * Z J Ci EMAIL Address: 1/11 (A M t C /` M P TU No , C 0 14A Comments: TO No -C C-i NOTE: IF AN EMAIL ADDRESS WAS PROVIDED YOU WILL BE NOTIFIED VIA EMAIL AND /OR AUTOMATIC TELEPHONE CALL CONCERNING THE STATUS OF YOUR PLANS -FOR OFFICE USE ONLY TO BE COMPLETED BY BUILDING AND OCCUPANCY REPRESENTATIVE OR PLANS PROCESSING SPECIALIST: Application Date: /31.1: Clerk Name. Process No(s): ((, TO BE BLDG DERM ELEC ENRG FIRE ❑ Drop -Off ❑ Commercial ❑ Rework ❑ Plan Revision Arrival Time: ❑ Re -Issue ❑ Shop Drawing COMPLETED ❑A UD ON OA ❑D ❑N UA UD UN ❑A ❑DON UA UD UN BY BUILDING AND OCCUPANCY REPRESENTATIVE OR PLANS PROCESSING SPECIALIST: HCAP ❑A OD UN ROOF ❑A UD UN LAND DA OD UN SIGN UA UD UN MECH ❑A OD UN STRU ❑A OD UN PLUM OA UD UN ZNPR ❑A UD UN WASD UAOD UN HRS UA OD UN Customer Notified By: Date: 123_01-117 12/09 Time: L.) . ... , .... • .. ...... G-741.644E- - • 4411, 4: 7 - OS6- 1-114- oat or---o:r.04r-b: • 1.0 lc, 4100 +-Zig • -14 7 Oi = . , • - • .; - Thistio> .(7.7 • . • . , : . . . . i 1 i 1 t ..4 - - ." ''''' • " 7, e . , 5 f. • ? %v.. ...we:1,e . .t..t, ..4....-,.......-.• s. .e,,e .3., ,......... sr, +J....4,7,, ...,..,..... 4,-.,..w.t....t.,,i.-:54,-..., .,.., ....,.. • ... i 1 . . • i . • :r- ... I. ..—.144."... .1 . 4F-0 .' • _ 1 77t1O--)i • • , • • • •• .. 410.i • • • .. ". • . • • . ••• .. • • • • • • :•••• 4,iret) 6A4 044 6' • • • • ... ta_ityztv-C. z le • •-•••••,' • Afir, <7:- gf7 1 ti ■•■••• =1•••• • • - 6 . U.Se r Z • -42;Pita Ist 4tct"0- - ;- • ••• • t•- -4 -or i. • • • "."-• sr 6u7 . • IOU Edward A LANDERS, P.E. CONSULTING ENGINEERS P.E. #038398 (305)823-3938 f c• • - . • • • • 6• • •• • • • • • '• • • • • • • • io .. • .• • • • • • • : _ • .• • • • • o N'• • • • • • • • • • • • • • • ".".."."111: • 1 • cem-r4.51 • • • • ••• • • • • • • •• • • • • • ••• • • • •• • • • • • • ••• • • • • • • • • • • -izre"1.1 • s • : • r.. —• 1 • - -• • • • • - _ r•t- ; • • die■•••••••••• • . ..- - . c . . : I '•;: - . - : - " : rwrt. 4tD(.57.- - 611-17.-1 St-) /tit • 16 P.E. #038398 Edward A. LANDERS, P.E. CONSULTING ENGINEERS (305)823-3938 •• ' • •• • • • • • • • • • • • • •• •• • •• •: ••-• ••• • • • • • • 01014r 3- - 1 -. • • • • • • - • 0 3 .101.• i . f. . :.- ----:.- - ----- -.-3- • • • • • a.% . . . - 1Z : .• - t t . . „c., „, . .,.. , ;,.........- +.•a• - ..- k . Ea 19,-, Z : •...- - -.114 -; • • - • i • e', • • s - : t - • • • • • • . • • • t - • . • S. . • . • . - • - ! • : ... • • • • • -*:^ 1- • • • • • • ' • : • , • " Edward A LANDERS, RE. CONSULTING ENGINEERS P.E. #038398 (305)823-3938 i • • • • • • • • ••• • • 1 • • •. • . • • • • . • • • • • . WO 0.11 • • "": '' • - tk.', AI •• t- . ty • . - ..... . a ; 4 . • oat ••6 .- • • • • • • • • • • • • • • • • • • • • • • • • • • CAVL3:°' • • - • • • • • • • • • • • • • • • • • • • • ....•• • • •..... • • • • • • • •••• TABLE3,2.1.2: Reinforced Well-Properties for Load Combinations Not Including Wind or 8elemio urn _ • IA . R . tpelReln. :.; �. i P les 8 n t 29, ° ° x,000 psi orEffective Depth , d 43.812a to Fy 60,000 psi (Table Arranged by Increasing M,,) Out-of-Plane Resisting Moment and Shear for Bars Positioned In the Center of the Wall • ••.•• • • • •, • • ••• •• • • • • •• •• • • . • ••••• • f'., 1,350 pal I'm m 1,800 psi Bar Size Bar Spacing i _ M, 'n- Bar Size Bar Spacing n n2/ft Ma Mt Bar Size Bar Spacing (In1 0 M, (di-lb/ft) Bar Size Bar Spacing (tin) A, iIr M pn4b/(0 8 8 1.19 20,072 4 24 0.10 8,311 8 8 1. 9 21,860 8 72 , 0.13 8,928 • 7 6 0.90 19,008 8 72 0.13 8,310 7 8 0 0 20,847 4 24 0.10 8,348 6 8 0.88 17,730. 8 88 0.09 7,804 8 8 0.6.- -19,201 7 72 0.10 8,114 8 16 0.69 16,609. 6 40 0.09 7,763 8 16- 0.89 18,058 6 8.8 0.09. 7,840 8 8 0.47 18,221 7 72 .0.10 7,882 6 8 0.47. 17,611 8 40 0.09 7,786 7 16 0.45 18,660 8 .. 84 0.08 6,829 7 18 .0.48 16,983 8 84 , 0.08 8,880 8 24 0.40 16,040 8 48 0.08 6,608 8 24 0.40 18,308 .g.,:: a. 1:_:. ,, x.18,. 8 16 0.33 14,499 4 32 0.08 8,308 6 18 0.33 18,880. t 6 48 10.08 6.,63A 4 8 . 0.30 14,301 8 96 0.10 8,232 4 8 0.30 15,381 dr . a • W " trtfer 15;331 7 24 0.30 14,087 6 72 0.07 8,070. 7 24 0.30 16,196 6 72 0.07 8,097 8 32 0.30 13,887 7 98 0.08 8,887 8 32 0.30 16,118 7 96 0.08 8,088 8 40 0.24 13,160 6 68 0.07 6,578 8 40 -0.24 14,181 8 56 0,07 8,800 8 18 043 13,134 4 40 0.08 8,088. 6 18. 0,23 14,127 8 120 0.08 8,387 7 32 0.23 12,972 8 120 0,08 4,986. 7 32 0.23 13,983 .4 40 0.08 8,104 6 24 0.22 12,896 6 64 .0,06 4,881 8 24 0.22 13,871 6 64 0.08 4,900 8 48 0.2a 12,466 8 98 0A8 4,552 8 48 0.20.13,392 7 120 0.08 4,888 7 40 0.18 12,103 7 120 0.08 4,549 7 40 0.18 12,982 8 98 0.06 4,573 8 32 0.17 11,758 6 72 0.05 4,339 8 32 5.17 12,692 8 72 0,05 4,388 6 24 0.16 11,508 4 48 0.06 4,284 8 24 . 0.16. 12,318 4 48 0.08 4,278 , 7 • A8 0.15 11,374 ' 4 68 0.04 3,866 4 18 0.15 12,171 4 58 0.04 3,867 ' 4 ' .• 160 0.15 11,374 8 120 0,04 3,642 7 . 48 0.15 12,171 6 120 0.04 3,868 : 6 . 40 • 0.13 10,835 5 96 0.04 3.284 8 58 0.17 11,479 5 96 0.04 3,287 8 ;.•.86 • 0.17 10,884 4 64 0.04. 3,198 6 ' 40 0.13 10,888 4 64 0.04 3,209 7 • X6.8• • 0.13 9,749 4 72 0.03 2,843. 7 86 0.13 10,432 4 72 0.03 2,852 , ' . 6 • • 418• • 0.12 9,898 5 120 0.03 2,803 8 84 0.18 10,044 6 120 0.03 2,814 . 8 •84• • 0.15 9,349 4. 98 0.03 2,132' . 32 ' ;c 4 98 0.03 2,139 • : 8 . •48 • 0.11 9,105 4 120 0.02 1,708 6 .0.11 9148 4 120 0.02 1,711 7 •.4•• 0.11 8,830 °• ., �..«........ • •• • • • • • • Edward A. LANDERS, RE. CONSULTING ENGINEERS P.E. #038398 (305)823 -3938 • . • • • • • •• • ••• •.• • • • • • • • • • • • • • • ; • •• • • • • • • • .•• • ••• • • • ; • • • • • • • • • • • • I- • J �r•• ••. :•• .11 :• •� • • _,d • . • • (0 6 iztt„. t. t. o• .0144 g zt.r 0 .. • ........ ......... ......... o - of zo • mor.r. •••■••ir■r ... .............. • ; . .. i4O • : . . , : r, ike - •• csi..g)t 1-K 4-tc r ...---; 4-0 •A; -1-- ,••••• .. . • Edward A. LANDERS/ RE. CONSULTING ENGINEERS P.E. #038398 (305)823-3938 • • • • • • • W s ••••• • • • • :0 • : • • • el • . •• • :• • • ••• • • • • • • • • • • mi. • •• . • ••• ■■• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • iv - • • • • - edl• • • 0 • • 0 • • • • 7 • •• •• ••• • • • .1.. : • ... ••• • • . ........ •• 1fJ-f ......... ........ • ......... • ... ' 4116.041t• • ; • : • 000 • • • • • •th • * lb' • • • '0 OA . 0 90 • • 0 • • : • : • • •• • • • •:o • • Edward A. LANDERS, R CONSULTING ENGINEERS P.E. #038398 (305)823-3938 • • • ••• _ • • • •00 •" • • • • . : • • • • • • • • • • : • • 14."'1:•'"•.: • • • • • • • • w.. • • • • • • : • • • • • • .• • • . • . 5- 40. • • • • . • ••• • • • . ........ ........ ........ ......... ..... ■ • • ............. • • , • •. ...... dt f ........ .......... '-3 . . • ... . ..... . •••• •• • Edward A. LANDERS P CONSULTING ENGINEERS RE #038398 (305)823-3938 . • • • •• .0 • •• • • • • '• • ■*: • • • e■ ::•••• ...... .011 • • , • •: • • • • - • • .•••• • •• • : • • • •• . „ • ••• • • • ■ ■. • • • • • • 711 • • . • „ 4,011. • • --. • f • • •• • • • : 3 • • • • • • • • • , - - • L. •• • • .. • • • • • ••• • . • i ....... • ........ . • • . • .... • • r )14 7- .......... • • • ...... .•. . . , ........ • Edward A. LANDERS PE , O CONSULTING ENGINEERS .... . ..... (305)823-3938 ... .. • :• * • • • • • • • • • • 01 • : • • • • • • • • • •• • • • • • • • • : • • • 2 • • • k• • • • • • s• • l• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • ••• • • CArcx4 • • • • AP • .1 : : • . • • • • • . • • • • • • • • • • 1.. . -:te) • • • • • •• .. : et.ty ... • .. AV? (1) ... ....... . . . . ........ ... ...... •• ... ....... • , ....... • ,,• ........ .. • • 06. •■■• • • • • • • • • 1. .S , • • 0:0 •:: ••• •• • .. • • • . • • , ■• - • • • ••• •:• • : • . • • • • •• , . • Edward A ANDERS„ P.E. CONSULTING ENGINEERS P.E. #0383981 • ••• • • ••• ••• • .• • • • - • • • • • • • 61• • • • • • • , • • • , • • • • • ••• • • • • • WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Analysis by: Edward A. Landers Company Name: EDWARD A. LANDERS, P.E. Description: RESIDENCE, 333 NE 92ND STREET, MIAMI SHORES, FLORIDA Structure Type Building Basic Wind Speed (V) 146 mph Struc Category (I, II, III, or I II Exposure (B, C, or D) C Struc Nat Frequency (n1) 1 Hz Slope of Roof 0.3 :12 Slope of Roof (Theta) 1.2 Deg ype of Roof Monoslope Kd (Directonality Factor) 0.85 Eave Height (Eht) 21.00 ft Ridge Height (RHt) 21.00 ft Mean Roof Height (Ht) 21.00 ft Width Perp. To Wind Dir (8 50.00 ft idth Paral. To Wind Dir (t 80.00 ft . . F >h 4- i cul a Type of Structure Height/Least Horizontal Dim 0.42 Flexible Structure No Importance Factor 1 Hurricane Prone Region (V >100 mph) Table 6 -2 Values Alpha = 9.500 zg = 900.000 At = 0.105 Bt = 1.000 Bm 0.650 Cc = 0.200 I= 500.00 ft Epsilon = 0.200 Zmin = 15.00 ft %`e icc k Ti�f �`4 6r` is, Factor - �■'yyy� ;,�turers {y(J ethod, -z 9 f: :JF' �l /,xr5 F, �f. �. ru,,. �,x �. t,!' 5L .v_. a_.m. xf -i "'. M� � 'Y ±� ��. ^P��: _.3r t�,o A`iWl f� tai Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 0.85 Gc i �� Com ete l is r # for C ry` t S `St ru tures, P O ys Zm Zmin 15.00 ft lzm Cc * (33 /z) ^0.167 0.2281 Lzm I *(zm/33) ^Epsilon 427.06 ft Q (1/(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 0.9116 -0.18 Gust2 0. 925*(( 1+ 1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 0.8785 1 -0.18 G Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.85 Fig 6-5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gc i Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 1 0.18 1 -0.18 Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 3/6/2011 .• ••: : : .•• • • :•• • • •:••••;:•• • • . .•• /•• • • •.* ••• • • • . • • • • . `.. • •• • • •` • • • • • • • •. • •• •• ••• • • • • •4* • ... • • • • • • • • • • • • ••• • • •• • • ;PA`ge,& .1 pf4 • • •• •* • 000 • Elev 0 21 20 15 Note: 3/6/2011 WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 6.5.121.1 Design Wind Pressure - Buildings of All Heights Kz Kzt qz Ib/ft^2 Pressure (Ib/ft ^2) Kh Windward Wall* Leeward Wall Total Shear Moment +GCp1 -GCpi +GCpI -GCp1 + /-Gcpi (Kip) (Kip -ft) 0.91 1.00 42.26 21.13 36.35 -21.26 -6.04 42.39 2.12 1.06 0.90 1.00 41.83 20.84 36.05 -21.26 -6.04 42.10 12.64 28.43 0.85 1.00 39.37 19.17 34.38 -21.26 - 6.04 40.43 42.96 477.10 Figure 6-6 - External Pressure Coefficients, Co Loads on Main Wind -Force Resisting System (Method 2) L L Leeward Walls (Wind Dir Normal to 50 ft wall) Leeward Walls (Wind Dir Normal to 80 ft wall) Side Walls 40ts?1Ninc Dist from Windward Edge: 0 ft to 42 ft - Max Cp Dist from Windward Edge: 0 ft to 10.5 ft - Min Cp Dist from Windward Edge: 10.5 ft to 21 ft - Min Cp -21.26 1.04 -25.57 -32.76 -17.54 '50 Mate - Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. • • • • • . • • • •.. • • • • • • ..• • • • • °Pipe ID. 2 •P4 • ••• • *of; ,.:Ksio Kh 2.01 *(Ht/zg)A(2/Alpha) 0.91 Kht Topographic factor (Fig 6-4) 1.00 Qh .00256 *(V)A2 *I *Kh *Kht *Kd 42.26 psf Khcc Comp & Clad: Table 6-3 Case 1 0.91 Qhcc .00256*VA2 *I *Khc c *Kht *Kd 42.26 psf Leeward Walls (Wind Dir Normal to 50 ft wall) Leeward Walls (Wind Dir Normal to 80 ft wall) Side Walls 40ts?1Ninc Dist from Windward Edge: 0 ft to 42 ft - Max Cp Dist from Windward Edge: 0 ft to 10.5 ft - Min Cp Dist from Windward Edge: 10.5 ft to 21 ft - Min Cp -21.26 1.04 -25.57 -32.76 -17.54 '50 Mate - Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. • • • • • . • • • •.. • • • • • • ..• • • • • °Pipe ID. 2 •P4 • ••• • Surface Cp Windward Wall (See Figure 6.5.12.2.1 for Pressures) 0.8 Leeward Walls (Wind Dir Normal to 50 ft wall) Leeward Walls (Wind Dir Normal to 80 ft wall) Side Walls 40ts?1Ninc Dist from Windward Edge: 0 ft to 42 ft - Max Cp Dist from Windward Edge: 0 ft to 10.5 ft - Min Cp Dist from Windward Edge: 10.5 ft to 21 ft - Min Cp -21.26 1.04 -25.57 -32.76 -17.54 '50 Mate - Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. • • • • • . • • • •.. • • • • • • ..• • • • • °Pipe ID. 2 •P4 • ••• • Roof Area (sq. ft.) - Reduction Factor 1.00 Leeward Walls (Wind Dir Normal to 50 ft wall) Leeward Walls (Wind Dir Normal to 80 ft wall) Side Walls 40ts?1Ninc Dist from Windward Edge: 0 ft to 42 ft - Max Cp Dist from Windward Edge: 0 ft to 10.5 ft - Min Cp Dist from Windward Edge: 10.5 ft to 21 ft - Min Cp -21.26 1.04 -25.57 -32.76 -17.54 '50 Mate - Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. • • • • • . • • • •.. • • • • • • ..• • • • • °Pipe ID. 2 •P4 • ••• • WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Dist from Windward Edge: 21 ft to 42 ft - Min Cp -0.50 -25.57 -10.35 Dist from Windward Edge: > 42 ft -1.30 -54.31 -39.09 at d 'aralle t OA x#11 sfor i fil 1a (I f Dist from Windward Edge: 0 ft to 42 if - Max Cp -0.18 -14.07 1.14 Dist from Windward Edge: 0 ft to 10.5 ft - Min Cp Dist from Windward Edge: 10.5 ft to 21 ft - Min Cp Dist from Windward Edge: 21 ft to 42 ft - Min Cp Dist from Windward Edge: > 42 ft -0.90 -0.90 -0.50 -0.30 -39.94 -24.72 -39.94 -24.72 -25.57 -10.35 -18.39 -3.17 Kh= Kht = Qh = Theta = * Horizontal distance from windward edge Figure 6 -10 - External Pressure Coefficients. GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft 2.01 *(Ht/zg) ^(2/Alpha) Topographic factor (Fig 6-2) 0.00256 *(V) ^2 *ImpFac *Kh *Kht *Kd Angle of Roof 0.91 1.00 42.26 1.2 Deg Transverse Direction Longitudinal Direction Torsional Load Cases Wind Pressures on Main Wind Force Resisting System Surface GCpf +GCpf -GCpf qh (psf) Min P (psf) Max P (isfl 1 0.40 0.18 -0.18 42.26 9.30 24.51 2 -0.69 0.18 -0.18 42.26 -36.77 -21.55 3 -0.37 0.18 -0.18 42.26 -23.25 -8.03 4 -0.29 0.18 -0.18 42.26 -19.86 -4.65 5 -0.45 0.18 -0.18 42.26 -26.63 -11.41 6 -0.45 0.18 -0.18 42.26 -26.63 -11.41 1 E 0.61 0.18 -0.18 42.26 18.17 33.39 2E -1.07 0.18 -0.18 42.26 -52.83 -37.62 3E -0.53 0.18 -0.18 42.26 -30.01 -14.79 4E -0.43 0.18 -0.18 42.26 -25.78 -10.57 * p = qh * (GCpf - GCpi) Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 3/6/2011 .. .•• • . . • •• • • •*• • • • • • • • • • •.• ••S ••. • • •• • • •• •.• ••• • ▪ • • ••• ••• • • • • • • • • ▪ • • e . • • • • • • • .. • • ••• • •• ••• • • • • ••• • • ••• • • • • • • • •• • • • • • Page hio. AAA • •. • • • WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings wl Ht <= 60 ft h- a 2a Theta • W Ht Note: The image shows a Gabled roof, but Fig 6-11 also applies to some monoslope cases a= 5 = => I 5.00 ft Double Click on any data entry line to receive a help Screen Component width (ft) Span (ft) Area (ftA2) Zone GCp Wind Press (Ib/ft"2) Max Min Max Min WINDOW 0.00 0.00 B 2.75 5.25 1444 5 0.87 - 1.21 44.57 -58.72 -C 3 3 9.00 5 0.90 -1.26 45.65 -60.86 D 4 3 12.00 5 0.89 -1.23 45.11 -59.80 0.00 DOORS 0.00 8 3 8 24.00 5 0.84 -1.14 43.09 -55.75 0.00 0.00 UPLIFTS 0.00 RAFTERS 2 10 33.33 1 0.25 -0.95 18.08 -47.66 RAFTERS 2 10 33.33 2 0.25 -1.43 18.08 -68.21 RAFTERS 2 10 33.33 3 0.25 -1.91 18.08 -88.38 0.00 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 3/6/2011 • . . • • e • • ••i • •. • • • •• • • • ••• • • • • • • 0 • • • • •. • • • • • • • • O. •• • • ••• • • • • • ••• • • • • '•• • • • • ••• • • • • lige 40. . 4:13,14.: •• 04:1 '. P ••• • • WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7-05 Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft -�I 2a Theta 11 h- a W Ht Note: The image shows a Gabled roof, but Fig 6-11 also applies to some monoslope cases a = 5 = => Double Click on any data entry line to receive a help Screen 5.00 ft Component width (ft) span (ft) Area (ft^2) Zone GCp Wind Press (Iblft^2) Max Min Max Min WINDOW 0.00 0.00 B 2.75 5.25 14.44 4 0.87 - 0.96 44.57 -48.38 C 3 3 9.00 4 0.90 -0.99 45.65 -49.45 D 4 3 12.00 4 0.89 -0.98 45.11 -48.92 0.00 DOORS 0.00 8 3 8 24.00 4 0.84 -0.93 43.09 -46.90 0.00 0.00 UPLIFTS 0.00 RAFTERS 2 10 33.33 1 0.25 -0.95 18.08 -47.66 RAFTERS 2 10 33.33 2 0.25 -1.43 18.08 -68.21 RAFTERS 2 10 33.33 3 0.25 -1.91 18.08 -88.38 0.00 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 3/6/2011 •• ••• • • • �•• • • • '•• O ;.: '• • .•' ..::.: �.� •• ••• • ••• • • ••••S• •. • S•• • • • • •• ••• • • • • • • • • • •Ptile It. 404•• • • •• • • • • • • • ••• • FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: Longman Residence Builder Name: Street: 333 N.E. 92nd Street Permit Office: City, State, Zip: Miami Shores , FL , Permit Number. Owner. Mr. Longman Jurisdiction: 232600 Design Location: FL, Miami 1. New construction or existing New (From Plans) 2. Single family or multiple family Single - family 3. Number of units, if multiple family 1 4. Number of Bedrooms 1 5. Is this a worst case? No 6. Conditioned floor area (ft2) 703 7. Windows(98.3 sqft.) Description Area a. U- Factor. Sgl, U =1.27 98.25 ft2 SHGC: SHGC =0.75 b. U- Factor. N/A fta SHGC: c. U- Factor. N/A ft2 SHGC: d. U- Factor: N/A ft2 SHGC: e. U-Factor N/A fta SHGC: 0. Floor Types (703.0 ypes ( sqft.) Insulation Area a. Crawlspace R=0.0 703.00 ft� b. N/A R= ft2 c. N/A R= ft2 9. Wall Types (837.0 sqft.) Insulation Area a. Concrete Block - Int Insul, Exterior R =5.0 585.00 ft2 b. Concrete Block - Int Insul, Adjacent R =11.0 252.00 ft2 c. N/A R= ft2 d. N/A R= ft2 10. Ceiling Types (703.0 sqft.) Insulation Area a. Under Attic (Vented) R =30.0 703.00 ft2 b. N/A R= ft2 c. N/A R= ft2 11. Ducts a. Sup: Attic Ret Attic AH: Interior Sup. R= 6, 120 ft2 12. Cooling systems a. Central Unit Cap: 29.8 kBtu/hr SEER: 16.5 13. Heating systems a. Electric Strip Heat Cap: 17.0 kBtu/hr COP: 1 14. Hot water systems a. Electric Cap: 40 gallons EF: 0.92 b. Conservation features None 15. Credits CF, Pstat Glass /Floor Area: 0.140 Total As -Built Modified Loads: 25.23 PASS Total Baseline Loads: 29.75 I hereby certify that plan and s.,y .lions covered by this calculation, e in com, `' :ice • r _ Florida .,. Code. /� y j / . PREPARED - `t - ' " Review of the plans and :. 04'T15•SZ1r: specifications covered by this No ,, calculation indicates compliance ° y,,,'',� ' k with the Florida Energy Code. c f. nrrar y Before construction is completed ` - this building will be inspected for `_ - l .` �+ `�� C ti O ' . , �l 1J�a DATE. - I c' • t ( I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. 9 9 P OWN. ' AGENT• V1 M-yL ' CIA -- compliance with Section 553.908 ,�',, ® Florida Statutes. ir' G,Ob BUILDING OFFICIAL. DAT • 5- -I DATE: 1- l/ - Compliance requires certification by the air handler unit manufacturer qualifies as certified factory- sealed in accordance with N1110.A.3. • 5/16/2011 7:00 PM EnergyGauge® USA - FlaRes2008 ure Page 1 of 5 5/16/2011 7:00 PM EnergyGauge® USA - FlaRes2008 Page 2 of 5 PROJECT 1 Title: Building Type: Owner. # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment Longman Residence Bedrooms: 1 FLAsBuilt Conditioned Area: 703 Mr. Longman Total Stories: 1 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: 232600 Whole House Fan: Single - family New (From Plans) Adress Type: Lot # BlocklSubDivision: PlatBook Street County: City, State, Zip: Street Address 333 N.E. 92nd Street Dade Miami Shores , FL , CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI INTL AP 1 51 90 75 70 149.5 56 Low FLOORS # Floor Type Exposed Perimeter Wall Ins. R -Value Area Floor Joist R -Value Tile Wood Carpet 1 Crawlspace 54 if 5 703 ft2 0 1 0 0 ROOF / V # Roof Gable Type Materials Area Area Roof Solar Deck Color Absor. Tested Insul. Pitch 1 Gable or shed Barrel tile 786 ft2 176 ft2 Medium 0.96 No 0 26.6 deg ' ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 703 ft2 N N CEILING V# Ceiling Type R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 703 ft2 0.11 Wood WALLS V # Omt Adjacent To Wall Type Cavity Sheathing R -Value Area R -Value Framing Solar Fraction Absor. 1 N Exterior Concrete Block - Int Insul E Exterior Concrete Block - Int Insul S Exterior Concrete Block - Int Insul N Garage Concrete Block - Int Insul 5 243 ft2 0 5 252 ft2 0 5 90 ft2 0 11 252 ft2 0 0 0.8 0 0.8 0 0.8 0 0.01 2 3 4 5/16/2011 7:00 PM EnergyGauge® USA - FlaRes2008 Page 2 of 5 5/16/2011 7:00 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 DOORS # Omt Door Type Storms U -Value Area 1 N Wood None 0.2 0.1 ft2 WINDOWS Orientation shown is the entered, asBuilt orientation. / V # Omt Frame Overhang Panes NFRC U- Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N Metal 2 E Metal 3 E Metal 4 S Metal Single (Clear) Yes 1.27 0.75 N 6.25 ft2 1 ft 6 in 2 ft 0 in HERS 2006 Single (Clear) Yes 1.27 0.75 N 30 ft2 1 ft 6 in 2 ft 0 in HERS 2006 Single (Clear) Yes 1.27 0.75 N 48 ft2 1 ft 6 in 2 ft 0 in HERS 2006 Single (Clear) Yes 1.27 0.75 N 14 ft2 1 ft 6 in 2 ft 0 in HERS 2006 None None None None INFILTRATION & VENTING / V Method — Forced Ventilation — Run Time SLA CFM 50 ACH 50 ELA EgLA Supply CFM Exhaust CFM Fraction Fan Watts Default 0.00036 664 7.08 36.4 68.5 0 cfm 0 cfm 0 0 GARAGE J# Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 351 ft2 351 ft2 40 ft 8 ft 0 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit Split SEER: 16.5 29.8 kBtu/hr 894 cfm 0.77 sys#1 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Ducts 1 Electric Strip Heal None COP: 1 17 kBtu/hr sys#1 HOT WATER SYSTEM V# System Type EF Cap Use SetPnt Conservation 1 Electric 0.92 40 gal 40 gal 120 deg None SOLAR HOT WATER SYSTEM VFSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 5/16/2011 7:00 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 DUCTS / — Supply — — Return — Air Percent �/ # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 120 ft2 Attic 80 ft2 Default Leakage Interior (Default) (Default) % TEMPERATURES Programable HColtin ng Venting Thermostat Ali Jan Jan Y Feb � Mar r Feb Mar Cei Apr r 154 Apr ing Fans: Ma May Jun P] ul l 5Z Jun Jul Ag 154 Aug Sp 151 Sep Oct d Oct No Nov Dec 191 Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEN) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 • • 5/16/2011 7:00 PM EnergyGauge® USA - FlaRes2008 Page 4 of 5 • FORM 1100A -08 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 333 N.E. 92nd Street Miami Shores, FL, PERMIT #: INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106AB.1.1 Maximum: .3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. X Exterior & Adjacent Walls NI106.AB.1.2 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Penetrations/openings > 1/8° sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. X X Floors N1106.AB.12 Ceilings NI 106AB.1.2 Between walls & ceilings; penetrations of ceiling plane to top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. X Recessed Lighting Fixtures NI 106AB.12 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2° clearance & 3° from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. X Multi-story Houses NI 106.AB.1.2 Air barrier on perimeter of floor cavity between floors. N/A Additional Infiltration reqts NI 106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. X OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters NI112AB.3 Comply with efficiency requirements in Table NI112.ABC.3 Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. N/A Swimming Pools & Spas NI 112.AB.2.3 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 %. Heat pump pool heaters shall have a minimum COP of 4.0. N/A Shower heads NI 112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. X Air Distribution Systems N1110AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section NI110AB. Ducts in unconditioned attics: R-6 min. insulation. X HVAC Controls NI 107.AB.2 Separate readily accessible manual or automatic thermostat for each system. X Insulation NI104AB.1 N1102.B.1.1 Ceilings -Min. R -19. Common walls -frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. X 5/16/2011 7:00 PM EnergyGauge® USA - FlaRes2008 Page 5 of 5 0 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 85 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows" a. U-Factor SHGC: b. U- Factor. SHGC: c. U- Factor. SHGC: d. U- Factor. SHGC: e. U- Factor. SHGC: Floor Types a. Craw!spac e b. N/A c. N/A Description Sgl, U =1.27 SHGC =0.75 N/A N/A N/A N/A 333 N.E. 92nd Street, Miami Shores, FL, New (From Plans) Single - family 1 1 No 703 Area 98.25 ft2 ft2 9. Wall Types a. Concrete Block - Int Insul, Exterior b. Concrete Block - Int Insul, Adjacent c. N/A d. N/A 10. Ceiling Types a. Under Attic (Vented) b. N/A c. N/A Insulation Area R=5.0 585.00 ft2 R =11.0 252.00 ft2 R= ft2 R= ft2 Insulation Area R =30.0 703.00 ft2 R= ft2 R= ft2 11. Ducts a. Sup: Attic Ret Attic AH: Interior Sup. R= 6, 120 ft2 12. Cooling systems ft2 a. Central Unit Cap: 29.8 kBtu/hr SEER: 16.5 ft2 ft2 Insulation Area R =0.0 703.00 ft2 R= ft2 R= ft2 13. Heating systems a. Electric Strip Heat 14. Hot water systems a. Electric b. Conservation features None 15. Credits 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) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City /FL Zip: • Cap: 17.0 kBtu/hr COP: 1 Cap: 40 gallons EF: 0.92 CF, Pstat *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638 -1492 or see the Energy Gauge web site at energygauge.com 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 (850) 487 -1824. '"`Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section 82.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 N HVAC Load Calculations for Longman Residence 333 N.E. 92nd Street Miami Shores, Florida. RKVAC LIE4SAIDCELOADS Prepared By: Mark Campbell Monday, May 16, 2011 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. C:\Program Files \Elite\Rhvacw■PROJETS\LONGMAN RESIDENCE.rhv Monday, May 16, 2011, 7:15 PM Rhvac'- Residential & Light Commercial HVAC Loads Elite Software Development, Inc. N Page 2 Project Report General Project information Project Title: N Designed By: Ricardo Perez de Alejo Project Date: Tuesday, March 24, 2009 Client Name: Longman Residence Client Address: 333 N.E. 92nd Street Client City: Miami Shores, Florida. Company Name: Ricardo Perez de Alejo Design Data Reference City: Miami Beach, Florida Building Orientation: Front door faces North Daily Temperature Range: Low Latitude: 25 Degrees Elevation: 10 ft. Altitude Factor. 1.000 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor. 1.000 Elevation Heating Adj. Factor. 1.000 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 48 45.04 80% n/a 72 n/a Summer. 91 77 54% 50% 72 59 Check Figures Total Building Supply CFM: 1,226 CFM Per Square ft.: 1.744 Square ft. of Room Area: 703 Square ft. Per Ton: 276 Volume (ft3) of Cond. Space: 6,327 Building Loads Total Heating Required Including Ventilation Air. 17,147 Btuh 17.147 MBH Total Sensible Gain: 22,923 Btuh 84 % Total Latent Gain: 4,334 Btuh 16 % Total Cooling Required Including Ventilation Air. 27,258 Btuh 2.27 Tons (Based On Sensible + Latent) 2.55 Tons (Based On 75% Sensible Capacity) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. I C:\Program Files \Elite\Rhvacw■PROJETS\LONGMAN RESIDENCE.rhv Monday, May 16, 2011, 7:15 PM C:\Program Files \EIiite\Rhvacw\PROJETS\LONGMAN RESIDENCE.rhv Monday, May 16, 2011, 7:15 PM Rhvac - Residential & Light Commercial WAG Loads Elite Software Development, Inc. Page 3 1 Sid N System 1 AC -3 Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 1A -cm -o: Glazing - Single pane, operable window, dear, 98.2 2,996 0 9,245 9,245 metal frame no break, ground reflectance = 0.32, u- value 1.27, SHGC 0.75 1 3A 5ocs: Wall - Block, board insulation only, R -5 board 486.8 2,336 0 2,268 2,268 insulation, open core, siding finish 13A -5ocs: Part- Block, board insulation only, R -5 board 252 1,008 0 1,008 1,008 insulation, open core, siding finish Root Roof /Ceiling -Under Attic with Insulation on Attic 703 827 0 1,309 1,309 Floor (also use for Knee Walls and Partition Ceilings), Custom, R -30 19A- Otp -c: Floor -Over enclosed unconditioned crawl 703 2,020 0 1,599 1,599 space, No insulation on exposed walls, sealed or vented space, passive, no floor insulation, tile or vinyl _ Subtotals for structure: 9,187 0 15,429 15,429 People: 3 600 750 1,350 Equipment: 200 800 1,000 Lighting: 200 682 682 Ductwork: 4,562 1,264 4,020 5,284 Infiltration: Winter CFM: 129, Summer CFM: 56 3,398 2,270 1,178 3,448 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 64 64 System 1 AC -3 Load Totals: 17,147 4,334 22,923 27,258 Check Figures Supply CFM: 1,226 CFM Per Square ft.: 1.744 Square ft. of Room Area: 703 Square ft. Per Ton: 276 Volume (ft3) of Cond. Space: 6,327 System Loads Total Heating Required Including Ventilation Air. 17,147 Btuh 17.147 MBH Total Sensible Gain: 22,923 Btuh 84 % Total Latent Gain: 4,334 Btuh 16 % Total Cooling Required Including Ventilation Air. 27,258 Btuh 2.27 Tons (Based On Sensible + Latent) 2.55 Tons (Based On 75% Sensible Capacity) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Program Files \EIiite\Rhvacw\PROJETS\LONGMAN RESIDENCE.rhv Monday, May 16, 2011, 7:15 PM