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CC-14-508 Miami Shores Village FFE T , Building Department 9 2016 6 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Y. Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING Master Permit No. << • 3 -IV-90V PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORK CHANGE OFCANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores Countv: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): C14.4 a Ahl(E U,C _ Phone#: Address: 1 D 2:0 "l% I I I I City:a lS ciWAitz PARW State: E1,094 Q/9- Zip: S Tenant/Lessee Name: / Phone#: Email: nS t'l7a di RE d o 10 VAboo . ee>m CONTRACTOR:Company Name: ��il�( � rl4c- Phone#: Address:=.4 4,. e •a City: /� 1"1!W1I State: Zip: Qualifier Name: b P I n JO Ict in i ai Phone#:--3 .Q !!; 6 C. State Certification or Registration M C I2 l /L S7/16 Certificate of Competency#: DESIGNER:Architect/Engineer: Mc i 'fir Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Cki tA t,.kv U-- O G CONS-re-A.cm V— Specify color of color thru tile: R� Submittal Fee$ ,1 Permit Fee$ :�C/ CCF$ CO/CC$ Scanning Fee$ 3 i Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ � ® , (Revised02/24/2014) ' A Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City a State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument wwa-s-acknowledged before me this The foregoing instrument was acknowledged before me this day of f' _Lt .20 ,by _day of 20 1L¢ ,by "o is p nally snow o t2,-O" 7—Z� x who is pe me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBUC: t1t111uur�<<� NOTARY PUBLIC: Sign: ��o�• �� ., '� Sign• &64� Print: =¢ �� = Print: tAne!!-- -- ��S Seal: ®�,0��\1�.r o1 Seal: "°` REBECA M.PASTRANA ','''Z/ S TAT EZ' ��``\ MY COMOSSION N BES72624 ° ` EXPIRES:Fduaery 07,2017 / r�r111111111t ` � ********#***#*###**#*s#ss ##**##ss*s#***#*##****##s#**##***#********###***s*#*#****#**#s*#***#****#**#****** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02124/2014) PLACE Sty" OF THE'RETUHIN _ ERT/PIED MAILTM Charance., LLC 1070 Northeast I I 9th Street Biscayne Park, Florida 33161 1.7 I USA 33 7003 1 1 o0al 4713 8 52 $rWUSA /fes USA Gabriel Castano, Manager 4. -Casa Blanca Builders, LLC RUSA 33 10540 Northwest 26 Street 1 iSu: Wf • RETURN TO SENDER NOT • UNABLE •. _ • 333 BC: 333-61644670 *2696-017Z4-08-45 O THE RIGHT 1 a Js . • • • DELIVERY SENDER: COMPLETE THIS SECTI■ Complete Items 1,2,and 3. A. Si9nahue O Agent ■ Print your name and address on the reverse X 0 Addressee so that we can return the card to you. B. Received by(Printed Name) C.Date of Delivery ■ Attach this card to the back of the mailplece, or on the front If space permits. 1. Article Addressed to: D.Is delivery address merent tram ilern 11 ❑Yes ff YES,enter delivery address below. ❑No Gabri Astano, Manager Ca �j a Builders,'LLC 105 thwest 26 Street Suite;64 `07 Doralflorida 33172 3. Service Type 11 Priority Man Express® I IIIIllllflmilli11111111111111lll�tll� . ReWbtedDenvery ❑=ed Xce9590 9403 0484 5173 0538 40 ❑Ced Man ROWIded Ddvartt ❑M pt ❑Coned on DdnvM Restricted Dellmy ❑Slgtmh-C *mat'loni11 2. Article Number(fiansfer from serv/txO IabeQp mmued Man ❑R Del<v�Y 70031010 0001 4713 8352 N1a°ResWated D " PS Form 3811,April 2016 PSN 71XIQ-02-WO-9033 Domeelic Retwn Receipt i Gabriel C tanto Operations Manager 1 Cava Blsom Bsildm LLC I Comnftmnt to Superior Service ' CGC 1=181 i JI 10540 NW 28 ST Suite G107 Tel:305.592.5569 Doral,FL 33172 Cell:305.303.8563 gc estano@casabiancabuilders.net Fax 786.397.6401 INSPECTION RECO D '' POST ON SITE Permit NO. CC-3-14-508 .SNQxes�? Miami Shores Village -- � Permit Type:Commercial Construction qty 10050 N.E.2nd Avenue Miami Shores,FL 33138-0000 Work Classification:Alteration Phone: (305)795-2204 Fax: (305)756-8972 FOR ' Issue Date: 1/9/2015 Expires: 07/08/201 5 INSPECTION REQUESTS: (305)762-4949 or Log on at https://bldg.miamishoresviliage.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. Commercial Construction Parcel#:1122320270060 Owner's Name:CHRISTEL MARTINELLO (PRESIDENT) Owner's Phone: Job Address: 1329 NE 105 Street Total Square Feet: 4200 Miami Shores FL 33138-2136 Total Job Valuation: $ 57,760.00 Bond Number: 2579 WORK IS ALLOWED MONDAY THROUGH SATURDAY, 7:30AM-6:OOPM.NO WORK IS ALLOWED ON SUNDAY Contractor(s) Phone Primary Contractor OR HOLIDAYS. CASA BLANCA BUILDERS LLC (305)303-2563 Yes BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY. bE W a JOB �F � r NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE, IT IS THE PERMIT APPLICANTS 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 I ZONING PLUMBING INSPECTION DATE INSP INSPECTION DATE INSP INSPECTION DATE INSP Foundation z�<F- t Zoning Final QW0*e.x-k-w-- -S Stemwall ZONING COMMENTS Rough Slab 12F f Water Service Columns 1 st Lift 2"d Rough Columns 2nd Lift To Out f Tie Beam Fire Sprinklers Truss/Rafters Septic Tank Roof SheathingSewer Hook-up Bucks Roof Drains Windows/Doors Gas Interior Framin ALW7- INSPECTION DATE INSP LP Tank Insulation ✓ , Temporary Pole Well Ceiling Grid 30 Day Temporary Lawn S rinklers Drywall �� jj" Pool Bondin Main Drain Firewall Pool Deck Bonding Pool Piping Wire Lath Pool Wet Niche Backflow Preventor Pool Steel Underground Interceptor Pool Deck Footer Gr9dn Catch Basins Final Pool Slab Condensate Drains Final Fence Wall Rough HRS Final Screen Enclosure Ceiling Rough Driveway Rougr�z PLUMBING 69ENTS Driveway Base Telephone-Rough Tin Cap Telephone Final Roof in Progress TV Rough Mop in Progress TV Final Final Roof Cable Rough Shutters Attachment Cable Final Final Shutters Intercom Rough Rails and Guardrails Intercom Final MECHANICAL ADA com fiance Alarm Rough INSPECTION DATE INSP Alarm Final Underground P'pe DOCUMENTS Fire Alarm Rough Soil Bearing Cert Fire Alarm Final Rou h Soil Treatment Cert Service Work With Floor Elevation SurveyVentilation Rough Reinf Unit Mas Cert 7ELE7CTRIC�ALMMENTS Hood Rough Insulation Certificate !T 7 Pressure Test S of Surve ,- . - Final Hood Final Surve Final Ventilation Truss Certification ,�ftj� �y ,�� j Final Pool Heater STRUCTURAL.COMMENTS Final Vacuum 7FinaMECHANICAL COMMENTS l ECTION DATE INSP Sprinkler Alarm CHARANCE, LLC 1070 Northeast 119#' Street Biscayne Park, Florida 33161 January 21,2016 Gabriel Castano,Manager Casa.Blanca.Builders,LLC 10540 Northwest 26 Street Suite G-107 Doral,Florida 33172 Original sent via Overnight Delivery Re: Charance,LLC and Casa Blanca Builder,LLC Termination of Contract Dear Mr.Castano: Please be advised that this is a formal notice to terminate that Contract entered into February 21, 2014. Your company has failed to meet the deadlines agreed upon. Further,you have repeatedly misrepresented the status of the procurement of materials, inspections, and completion of this project. Your failure to perform has forced our company to now incur the burden and additional expenses of retaining a responsible,trustworthy,and honorable General Contractor to complete this project which is now three months overdue. By copy of this letter,I am informing the Village of Miami Shores of your termination and another General Contractor will be utilized. Very truly yours, Natacha Martinello Manager cc: Village of Miami Shores Building Department Enclosures as noted. IGB/tm 641:NatsdwIAsmrt6$.kr Cl.BAR 11 r CE, LLC 1070 Northeast 119'h Street Biscayne Park, Florida 33161 January 21,2016 Gabriel Castano,Manager Casa Blanca Builders,LLC 10540 Northwest 26 Street Suite G-107 Doral,Florida 33172 Original sent via Ovemi t Delivery Re: Charance,LLC and Casa Blanca.Builder,LLC Termination of Contract Dear Mr. Castano: Please be advised that this is a formal notice to terminate that Contract entered into February 21, 2014. Your company has failed to meet the deadlines agreed upon. Further,you have repeatedly misrepresented the status of the procurement of materials, inspections, and completion of this project. Your failure to perform hasforced our company to now incur the burden and additional expenses of retaining a responsible,trustworthy,and honorable General Contractor to complete this project which is now three months overdue. By copy of this letter,I am informing the Village of Miami Shores of your termination and another General Contractor will be utilized. Very truly yours, Natacha Martinello Manager cc: Village of Miami Shores Building Department Enclosures as noted. 1GB/tm 643:NatachaMartindo.1tr 1®S GG Iy —`5a 8 CHARANCE, LLC 1070 Northeast 119th Street Biscayne Park, Florida 33161 January 21, 2016 Gabriel Castano,Manager Casa Blanca Builders,LLC 10540 Northwest 26 Street Suite G-107 Doral, Florida 33172 Original sent via Overnight Delivery Re: Charance,LLC and Casa Blanca Builder, LLC Termination of Contract Dear Mr. Castano: Please be advised that this is a formal notice to terminate that Contract entered into February 21, 2014. Your company has failed to meet the deadlines agreed upon. Further,you have repeatedly misrepresented the status of the procurement of materials, inspections, and completion of this project. Your failure to perform has forced our company to now incur the burden and additional expenses of retaining a responsible,trustworthy,and honorable General Contractor to complete this project which is now three months overdue. By copy of this letter,I am informing the Village of Miami Shores of your termination and another General Contractor will be utilized. Very truly yours, 1 Natacha Martinello Manager cc: Village of Miami Shores Building Department Enclosures as noted. IGB/tm 643:NatachaMartineIIo.Itr Law Offices of Ian G. Bacheikov,P.A. 945 Pennsylvania Avenue4 :a4�X-1 , .2 , 1st Floor Miami Beach,Florida.33139 Village of Miami Shores Building Department 10050 Northeast 2nd Avenue Miami Shores Village FL 33138 4 33iSS23S2S9 Miami Shores Village Building Department FEB 06 2016 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201u soh BUILDING Master Permit No. �) — SO PERMIT APPLICATION Sub ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1 �l iUr� ALTS City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: i:)c_ Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): ('u lj ,e Q 4 )C,— l(- C Phone#: Address: 1 v A/LF %/0 s r City: State: PLuat j>,4 Zip: :K 2T _ Tenant/Lessee Name: Phone#: Email: n)a>' np � /ia�j,�6� CONTRACTOR:Company Name: Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: , 4. ,F , I JJ Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ —7 TOTAL FEE NOW DUE (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 �" ,by day of ,20 ,by 51 ►'�" -�` who is personally known to ,who is personally known to me or who has produced ��— y as me or who has produced as identification and who did take an off ,:•+ � +7�,,,� identification and who did take an oath. NOTARY PUBLIC: ��``��\\\ Ai' �'�S ��''�� NOTARY PUBLIC: ,yam 6' Sign' Sign: Print: �� os ' z� Print: ,c`'•••.....• Seal: OR I D A ��`� Seal: ************************* ****** ** *********************************************************************** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Arlenis Silvera From: Natacha Martinello <namartinello@yahoo.com> Sent: Tuesday, February 02, 2016 9:32 AM To: Arlenis Silvera Subject: Extension 90 day Dear Arlenis, As per your recommendation, we are requesting a 90 day extension to do a contractor change for property address, 1329 NE 105th street, for general permit# CC14-508 and electrical permit# EL 314-509. Please accept this message as our request. Sincerely, Charance LLC Natacha Martinello, President. 1 • r ciTl 0000. _ i ISDA 1 Fernando Azcw P.E. j License Ns 65521 S T R V C T U A A 1. A.S.D.Consulting Engineers,Inc 17320 S.W. 141ND PL MIAMI, FL 33177 PNONf 1786) 3S1 3663 FAX 17861 478 69SO WW X.ASD<ONS9Mr.COM CALCULATIONS PROJECT NAME: STRUCTURAL REPAIRS 1329 NE 105 ST MIAMI SHORES, FLORIDA 33138 TOTAL OF PAGES:13 0000. . . . . . .. • %: 0000 . . . . .. . . . . . . . . 0000 . . .. ... .. 0000 Fernan cue-Eneriz,P.E. ; •;• ••• • . . 0000 License No 65521 :': 000 00 0 •0• ; 6/4/14 •0 ...0 • • ... . • • • 0 :0 . . . . . . . . 0.0 . 0 . . . . . . •• •• . . . •• •• ... . . . ... . . t Project Nann:1329 NE 105 ST Uland ®ab:OSKW14 AIS Stresses for Aluminum 6063-78 8063-T5 6MI T6 600545 W (pso Ono W Fb 15000 9500 19000 19000 (Tubes&Shapes) Fb 18000 11500 24000 24OW (Round&Owl Fv 8500 55W 12000 12000 Tim, Shapes&Round E 10100 ksi 10100 hsi 10100 ksi 10100 ksi White bars apply to nonwnrelded members and to welded members at Ice.fathers it=1.0 in from a weld Shadded bars apply to within 1.0 in of a wed Allowable Stress for Aluminum Welding: Aluminon Filler Ally 5356 Fw7000 psi Allowable Soon for Steel StruV and Weak Axis Allowalles Stress for Tube Steel Scrape: Fb=23760 psi, Fw=14400 psi for Fy=36 ksi E=29=Ksi Fb=33000 psi, Fw2O000 psi for Fy=50 ksi E=29000 Ks Allowable Stress for Steel Welding: Welding: E 70XK Fw=21000 psi Allowable Stress for Stainless Steel Strong and Weak Axis AliawaUSS Stress for Tube Steel Supe: Fb=16216 psi, Fw9189 psi for (SS 304) Fy=30 ksi E=2WW Ksi Fb=24325 psi, Fw13514 psi for(SS 3041116 bland)Fy=45 ksi E=28000 Kst Fb=40.540 psi, Fw22702 psi for(SS 304114 Hard) Fy=75 ksi E=280W Ksi Fb=59460 psi, Fw30270 psi for(SS 304 V2 card) Fy=110 ksi E=28000 Ksi Allowable Stress for Steel Welding: Welding: E318 or E309 Fw19200 psi Allowable Stress for Wood SbaV and Weals Axis Allowables Stress for Lumber No.2 Non Dense(Z-4"thick): Fb=1350 psi, Fw175 psi for r-4a Wide E=1400 Ksi Ft=1150 psi, Fw175 psi for 6'4r Wide E=1400 Ksi DESIGN IWORNAT1ON• Florida Building Code 2010 AISC Manual of Steel Construction, NDS-ASD for Wood Constructtai,ASCE 08-07 Specifrt'on for the Design of Cid-Formed Stainless Steel Structural Members,Aluminum Design Manual 2W5 Wuxi Loads,ASCE 7-10 DESIGN LOADS: •• ••• •• . .. . . . • ••• • I-landrail Design Loads: Concentrated Load=200�'agpt�dallypornar+y diction. Unftm Load=50 Of applied in any director(o0rer then dwelling urate). Guardrail System Loads: Concentrated Load=201 lbs. • led at any point in any direction at the top of the guardrail(other tt". n As Mide a%W V 100 lbs applied he� vertically downward at tVI gtarl" Concentrated horizontal lbodd of 50 n3d an"&I s*%& am at any point in the system. ... . . • • ••• . . . . . . . . . . . . . •• •. ..• • . .. .. ... . ... . . s r i H.pr _a9 No-OMEN -48._ Railing Span(m) 42. Post Height(in) ppicw:=4, Distance canteddentex of Picket(n) Wind Pressure(pso p200::=200.04 Sires Concentrated Load(lbs).....Raui'ing P--200.00, Fence P--0.00 50. Unifo m Di ted Load(pit)........Rar'ling c=50.00, Fence y=0.00 per;= 50. 4 Sires Corrcentrated Load(mss).....Rollirng P--50.00, Fence P=0.00 _ 2 psi ® psi _ Z psi vVU psi Fvn= S Psi IFvpK Psi �= p,2 Vertical Loads i 33 xpT.= 0.? is O.tfl m Q.68 m m .. ... . . . . . .. Sym=033 Horbmntid Loeds m' • • • • • • • .. . . . . . .. . . . . ... . .. ... .. . . . .. . ... . ... . . ... . . . . . . . . . . . .. . . . . . . .. . . . . . . . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Concentrated Load=200 lbs. M P20WL , , ,!' in—lb tkfft,1 Und=50 O 1NTRjo= 0.1012{217)-L2 in—1b �x For Wind Presswe qua 2 M1R..w:=0.1012- �- 2 -L mom in—1b Mrx in—lb Concentrated Load=200 On. VTR2pp=P20Abs lbs Uniform Load=50 Of ;d� � C EM For Wind Pressure V.,,i,d=0.6- -L PRI +w.. lbs (1144 2 V-M= M84V7R,20p,VMtM,VTx id) lbs � pE Bering Design:Section Modtka PAWdred r FbTR Shur Design: Area Re*nmd 1-5-VTR AtR.,min I IFV1R •• .•• • . • . • •. BEND1NG,p:= i4*Rlm>mir(Sx-M,SYTR),*.G";'.'l'!K •0. •:; a ,F • •. • • . . • SHEAR,mp- if(ATR.&2:Am,"N.G",-OK-) ••• • • • ..• • • a � t ;r Concentrated Und=2W ft. Rffmo-=P2W JrI,, SIS Uniform Load=50 Of RPrs® 1.1-� �-L lbs 12 For Wind Pressure RpT.,i d= 1.1(V)-Hpoa-L �� t, Na,� lbs �r R,:=mw4R,r.,R , lbsPrRlr.,Ad) ' Hpost MPT:= nm(RfT_m Rrrso)•Hpg,RPr..ma• � in_m VpT= RrT lbs. 0. i. Banding Design: section Modulus Required: Fbff Shaw Design:Area Required 1 F�ff � inz . . . . . . . • • T BENDINGpm:= i4SPTjnin>SxPr,"A1-G","OK8 • • ••• •• • n �f"s� n= ••• • • ••• •• • •• • •• • • • • • S APT, Z Apr,-N.G","OK") • • ••• • s; ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 000 0 • s Assume tillee pickets acting simply Ibs _ P50 I 12.3 in qpm= 25-OO,qm� lsf 2 L q •d •L SEEM MPK= 6• •2 - •I s, 144-5 _ (L-6) gp -dp�et•L� b 1Now VpK 2- L 144.2 Bung Design: section Mods"Rte: FbM Shear Design: Ansa Req*ea: . = I.S-VpK m2 FdpK •• ••• • • • • • .• y" ••� ••i �00 ••• i i ••� BMDINC, := if(S, >-SxpK,-N.G",-OK"I ••• •0 ••• • •• • • • f(AZ . • S�` PK,. �PKa"I�t.G","OK", • • ••• • u„ i ••• • • • • ••• • • ••• • • • ••• • • 1, ;1 h i t MEN , ppg'a 7 Post Wiclth(m) Post Depth(in) Post Embedmwt(M) jCal Minimum Edge Dishuce(in) IMEMMM Equivalent Grout WKM(n) DW";= Equivalert Grout Depth(in) Not Grout Sherrrgth(PSI) .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. Pg := 4000.04 Concrete Strength(psi) (L=� Hold diameter(Grout Diameter)(in) ••• ••• • ... . . . . . . . . . . . .. . . . . . . .. . . . . . . . i6, Concrete Slab Dere(in) ••• • ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Pd-= Mrr lbs HpOFA 2-h2+3-H,b a� in 3-her+6.Hpost Pd-2 lbs P2= hf-(2a—hef) Pt-= P2—Pd y lbs M,u, — Pd#( "+a) s lbs—in �ra� aiR M := P2.23-a+Pt-2 3-(he—a) � l�p�w lbs—in nmm lbs Vu LCr( (Pt,P2)) • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2-P2 f2 s = 1.6- °` psi a-Bpm 2.Pt �d f-ate 1.6• i; [SI (h.f—a)-Bpm ,, Fpm:=[0.65•(0.85f •1S `'°' r 1s S = "N.W "O.K." iffy-a �f� � Fpm ,`MENEM 2•PZ f 1rVsi psi2e .6 a•B,,m Z.PI °'' psi Fpm=[0.65•(0.$5-fc �•1 S ,�� ;",; • •PM • •• • • • • ••• • •• ••• •• • • • •• ONA" ..K." if max{f� :f2 /5 Fpm ••• •• • • • • • • •• • • • • • t u'r ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• JIM Avon:=4.5•Ca1 �i ;a? Ave:= 2. 1.5-Cal -ha if ha<1-S•Ca1 int Z•(1S-Cal,•�1.5-C,�� if ha>13-C,, ca v 1• Modification factor for edge effect v= 1 Modern Factor in No cracked concrete at service loads Wc.v-I A Moeifft.CRtion Factor in cracked concrete with 4 rc.v=1 w!No supplementary reinforcement. yrc.v=1.2 vd Supplementary reinforcement of a No 4 Bar between the anchor and the edge. yrc.v=1.4 W Supplementery reinforcement of No 4 Bar and stirrups spaced at not more UM 4 in. le= if(be>8•da,8•do,hd) in 02 1.5 lbs. Vb:= 7• � �•�Cal �� , Veb _ AVc -*&V-*.V•Vb 6"raMISi. AVoo 0.7 Cons IM lbs X4=0.75 ud Supplementary reinforcement are crossing concrete faillne prism. ¢=0.70 W No sLpplwnwtwy reinforcement are crossing concrete failure prism. BREAKOUT = if(Vu>O'V b,-N.G.',"OK" •• ••• • � ��, . 's� ,P<<r. • •• • • • • ••• • • •• ••• •• • • • •• • ••• • ••• • • ••• • • •• • • • • • • • • •• • • • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • Cale:= Cal in "MA" if ha<Cal r - D� Bpi 2 Maar V`'Cala'w' Calc 2 Z /I y? in poet Y 2-. Bgroll2'jr i 2 2 SEEM "�fhw._ YDUd—AOOmc pmt P,r+ Y ll0I i � ��.«.44; M 2 VCO,Cr1- 4•4—f%—wCW"ate IUW u�',I`�'143 0.7 � Ibs t or Supplementary.75 md reir�orcement we crossing � concrete failure prism. eO.70 w/No Supplementary reinfiucement are crossing concrete failure prism. BURMDM = if(Vu>4P-V cb,-NG","OK") ..• .•: •.: •. ,, . ••• . ••• . . ••. . • . • . • . • . • • •• . • . • . . •. • • • . . . . .•. • • . . Or . • • .. .• • • • •• .• ..• • . . ••• • • it 7-6 JAZ ti�s� Sicsa�. .e I-W a4 gs � ( o•.*z . .. . . . . ... . • • • • •• • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • asay . 110 ' o• = 0•ro®e IAC' • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • ••• • • • *00• • • • • • • •• • • • • • • •• • • • • • • • • • ••• • • • ••• 0 • 0 ••• 0 0 13 3rof 48 G-t>A�e 17 f"c� l .. . . . . ... . .. .. .. . . . .. �, t2" / _ �,• gel 2 tom= 00 /VX • •• • • • • • •yam• vel ®-O •.. • . • • •.. • • Flat l tit Business and Prafessianai Rl Perfortnance Method i POO tit t+ie.. A�;A�tTi�T A(iti�iii� r�: i Cay,sem= sa�rEs. ,3313& t �. �yia272.at�ap } > rpm... .ft+Arey�.g .. or�fan* '.._ '�.:�i -Int haw,.Exterior R�;1 3152 06.7#`. . b.It�icr mac,rlttQdOr Rei O 11Z0:Qp fLk 3 a utas,it Mu Y 1 c $!A R= t +� of Bfvoms S d,HfA 6.; thls a w►odrdf;te? r!iSx 10.Geeing Types{1840.0 sort:} At�wi s.UrAWAttra(vetatm# R= 0 19 `00fe 8 'Condillorted fk w atm above graft#F) b.MA mooned froor etas bar gt { 0 o WA 11.Ducts, R fe Wows{8106 }' n. Ates 2 ductser 8 .7S p. i +l{t 1. 1 15# #aibtlT 18.. . itbll'1'2A,Rot 1 rtT: N►;Ai t.tlPriT 2A: {east detail b. t7s+ r i4fAx 12.�� k8tulhr tettoy a U 24.0 SEER:1s•0r StN3C b C� 36.0 SEER:i&00 c Oft rfi' +f; .. lase detail) SIR*C 13 Fes.eye k8tuthr Efficienty d U aott t4fA ft' a:i~��r 17.0 GUP:1.00 # 1 44 34.1 GOP:1.00 Area �tt Depth 2.817 ft. tr�iar {ease detaNs} 8: FitTypest {Sl 0 3 ren Anna a Cap:20 040111" A.floor E keit f�10.0 1840.`00 �+0tt-Pr l3tde a irk: Ra0.0 19D gt f� . r Area; 0.2� ''ti1 Ptr� :L�tls; so-so ,: . . ... TO Statttd�tnCe;Lt�ads �to8.87 cstc�rtetictt`tie in vttt they s�tions�by this cis tyrt hidloaW C me ` #re FlorklaEnergy Cods ) EPARED BY; -''""` aatur2lon is;cx�mpi • DATE. G 04t �wb inaf�rpp'f•' rt)t •••••• •:: 1 hs3y in txompiiance '�► Q1tNEA�r t flLQl OEIr1DATE t�`11 •.; /41r; $ttf rt #i�cOe it Ccldr4t! •'.•• '_�'��:•.•• • • •i- • •. :.:. • A'il's lY"1114�1 I1.1O eAA f7s,erriaXtrN ,Y.#i�:9.._.T.isL► '1Y18f1 Cnniiww AAG d 4.I'nwawtiw G. was :D.w. 1 wi:C PEtOJECT Tdle: APAt'€ NF;Bt1lL #iG Biroans: S Addtas TYPe- Street Address 6uildstg Ty{�9r: ter'< Cold Aree: 38 Ltd# C,fr. . . Tom Storms: ; �+�`Ut►its, -Worst Cass: Bum Naerte:i Rohe Angle: 0 Street: 1329 NE 106 S7 Cross Venttlstton: County: MismW)ade Ju Z.1 Whole House t=en: M Std%dip: MUAMi_SNORES Feuer Tom. : : FL 33138- Comm M .t ►TE iE Demon Tem int Coign Teri►#► Temp D9WVLoci YMY Sir E7.5°f° 2.8°I• Wtt N Sumner StUre Range FL,Woo FL_ AMi:..l AP: .. ' S1 90 70 75 i49 5 LOW.. IS Nut ec Nwme Yt� ►'' 1 BtotAi . 829 2 1ii1 898$ 3 Bloc�c3 829: 6632 : 4 4 i111 8888 SPACEW . Area ` Vofunse . dna tnfii fl) Finished Gagtext Heated 1 ti# tip►:.. = : 829 8632 Yes2 . . 1'' 1 Yes Yes Y�. 2. t it7`1i3 1111 8888 . No 3. 2 1 YesYee Yid 11tT 2A 829 6832 No 2 1 1 . ll :.;' .. Y Yes 4 UNIT 2H 111i';. 8886 Nq. 3 2 1 Yss. y' .40$' Yes Flom Type .. . : 1. R-Vel: Area :J*M Witalt . ... Fes.. ;Woc3tl Carpet i Sf6b-C1�1-Gtade l=etge t ttisths t{i 3X' 1 f t .:: 0' 829 ftp 1 0 0 .w:v2 Se Edge i SNIT t6, 13$8 0- 1111#! .. . " •#° �, fl. 0 .+•''.. 3Ftrror Over'£e'Spats U T`2AMIS •1• •' 0 ©•' 0 • 1 0 ••:r• • •• ••••• Roos Rom rt Sps r:6.2FAM • : r•it s # Arm Area Com Ateogr toga '� Taw insui'�• 1 Fit Gravel 1947 W 82V: 0.9 •• 10 4. ; W-M. • Tyke Win; Ye1tt.Ratia(11") A►ea RBS iRCC I No oftUed 1940 IF N ! # Ce T}rpe;?. R 1(a a At+� t+ .. Trust rte: i Under J {Vetf} - UNfT 2A 829 ftp a.1 i {Ataod UNtr :�Et; f41i.1N 0.11 1NaGd 11Vidtlt ;Flt Sttthing Frena::.Soler Below .�.1 6 x Conde sock,-#nt fnsu4 UNR fiA 4 tom: 25 8 200.71 f? ': a:7 0' -Int:ft t t tAtiT IA... 35. 8 280.0 W 0 0 75 0 Comte block-tqf l and 114: 4.Of� i5 :< � �` 124.0 ft' 0 O.fiS a t/ 4 W :: Cttnc dk-Int N�sut UNI 1A" ;4.0 999 7 3 8 ! Et i 0. 0:78 0: Y 5 N " 1st+�tfor Conexei�e Biodk lilt maul UN[r.IA. 4.0999 a 1 8 0 0.75 a: �dL 6 E:.: B rkDr ick=tttt;)ttsitt t 'f la. '4 OM 34. :.: 6 8 276.4 0 .0 0.76 4 tr 7 N E>Wor Cot bB Block--Int tt W tW-4$. !4. 3S: S 28x.0 ftg ff: 0.75 if W Mock-Int naW UW.r.i 40999 its :i:.6 f3 f24.0; 0 0.7f4 Exte;lor. $lack-ftt#hitt l�Vtfi i8 4.090 . . 49 8' #52.Q ft' 0 Q75` iB:.. . .S t W Bek-ttt#an�.t mT.i8 4 t 8 7 8' 44 7!� 0 0.78 0: ✓:i i... E fe k 1r8.Ir t wr 2A 4 0999 * 25 i 8 200.7 fF a 0.78 0 x,12 8 Eta h UNIT.2A .40f ' ::3$ & 28a.a:ft� 0 a7B : 0 i ill:: W � C Bock tttt ft ttf f N T 2A :4 0th i5 6 8 124.0 ft' 0 0 75 0 ,,...�.. i4 W t3bdt frlt;fr Uf T 2A 4 09lBt 7- 3 8; MOW 0 Q75 0 N + e tifT 2A 4 :. $' 40.7 ftp a a: :46 E .. . ! 'froul UNIT 28 4: 9 34 $ $; 27s:Q fig 0 a.TB G 17 N Cti r k fttt had UNfT 2B .;4. 35 f3 280�#tk 0 Q75; 0' Y' 18 W Contxet6►Wit. itft:taut Ute T 2B ::4,09 ` 15 8 124 0#t 0 : :0.7;€ 0 ._... . Y. 'ifl {1V..; Co►uerfC�frtt ttattf 2$ 40 452.O;f!? ,_... 20: S:': r&sr Cortttc-itdfnsutUtVll2t# <449 B i f3': 40.7tt�. 2i: !S to tom. . t�ifT iA:; 0 35 � :: 23t1�if4? a a; 0.75 0. ,1L�22 S ;.tJNtI IA ttttetfo�B UNITtB 0 36 t3` 280t1R . -0 0 . f.75 fJ: Y N; 08+101'28 frttiarttc UY07 2A 0 35 8 2flF..: 0 tt: 0.78 a 24 S U1 2A CBk 0 8' 28QQ;f#• a 0 0.75 0 E [idOrT, ' :` f14fi Wfdkt►. f�l8ttt Attest :. zl f N : 3Nt S ItT fA None i? 3 i .� 8 •.•.8 . .�• 2 S WObd t,ONtT iB f#one 0;4 3•. .. ...�.� i • .': :. 3 N Wood tlf+ 2A t�fOrte 0: .•�••• :'4 Wood MUM None 4460000 : 3�. *. Ltr.• r$ # + 5 Vtt Wood UNtTiA Qi4f 2•s g 8. tg ..�•• ; .+i• •+ . S W °: ' .Wt�i, .... UNIT i$ NE>tte ''' ll.46f>Q� �•��6• 6�.•� �. i • 7 lAf> UN0T2A . NariB .' 0.4600002 + � 8 •r8' 16:666ff� 8 flit Wks;` ilW.r. None. Q4f 2• $• .•�9 16.• 9. N Vlfood: UNtTiB � 0480000 2:•�. 8i iNa9Ovedwerm # Ont ID Fram Fangs NERC. ff-Fahr SHw Area Depth :#M 8h8i4SCFOWhV 1 E I prat t (Tho* Yes 0.87 0.5 19.5 W 2 ff 6 in 10 ftO kt. orspeariftft None t/ 2 E 1 Metal Double(fkft } Yes 0.87 0.5 9.8 fr 2 R 6 in 10 ft 0 nt D*P.9s'ftWWls None 3 3 2 Aral Double MONO Yee 0.87 0.5 29.3 i!' 2 ft 6 in tQ 1i 0 in OmpOWWrAs Non 4 S 2 Asst Dotes(Tin. Yes 0.87 0.5 53.3 fe 2 ft 6 in. 10 ft 0 in DirepesMinds None 5 W 3 Me W Double C `fed . 0.87 0.5 53.3 its 2 ft 6 pt 10 ft 0 In ttrapeaftrids Note 6 W 4 RitM Double(Tinted} Yes. 0:87 0.5 5.0 W 2 ftGln 1 ft 41n nds NOW toi 7 E 6 ti Double IWO} Yew R87 0.5 29.3 fe 211:61n t0.ft O In. ;Drepp : Noir 8 -E 6 Metal .D } _.Y -OAT .0.$ 19.5 fe 2 ft'6 n'10;fit�f itt �itds` None 9 E 6 MOW. D (Tines Yes f}87 0.5 19.5 V 2 ft S bt 10#f if#t # pbs.lbi ft None .; 10 .::N . 7 i D (#ir#ad}.. Yps 087.. 05.. - 29:3 ft� 2 ftB at i0.6 O b# tpesftiis Nt» N 7:`. Metal Double(riffle ; 'lies 087 0.5: 53$ftp 2#t S`tn ---e--� 12 1IV 8`: Ill:,' Dam('t' 1): Yds O 8T 0 5. 53.3 t!'. 2 ft6:Nt 10 fi A kt fl nds Norte ✓ 13 :'W 9 Ntetat (tinted?: 25.7V 7 ft 7 M 1 ft'4 in IrapMds None . . W . ..$` iVi;: i ( }' .. f ;f�$T Q:5 5 tt ftp 7 ft T 1.R 41 CiOte1[nds NtsrtB None E 11 fetal Doubt�a Y .. =0$T. 0.5 9.8 ftp 2 ft 6 at 1 ft 4 of it None 17 S 12 Metal: Doubt iT Yes it:87 . 0.5 29.3 ft': 2 ft 6 in 1 it 44u. Drepettlblinds None cam" 18 S 12 Metal 13 1Fes. 0.8T to 53.3 11P 211:61n 11t 4 hs ends NOW ....P_' 19 W 13 till Doug(Tatted) Yes !0.87 0.$ 53.3 if 2 ft S in 1 ft.4 In Dompes"Ws None 20 W 14 Rpt D (Th�ft ) Y 0.87 0.5 5.01t2 7 ft T In 2 ft 0 nt . Dea tatirtds Node 21 E 16 Doubt(i iii} Yes R87 R5 29.3 ft' 2 it 6t 1 ft 4&t ands None E 16 Metal Doubt(T Yom.. 0.8T 0.5 19.51t' 2 ft 6 1 ft 4 kt None f/.. 23 E 16 '' Dom►�j Y 087: 0.5 19.5 its 2 ft 6 in 11t d in Dre ds Nu►ta . 24 N 17 Doug(T lies 0 6T 0.$ 29.3 W 2 ft 6 in 1 ft 4None N 17 tiitai D ("fltd .. 2 Yes0 87 0.5 53.3 V 2 ft 6 n 1 ft4 lrt Norte . .. W 18 }: 1C 087 R5'. 53.3 V 2 ft 6'In 1}t 4 trt. . tape fht fs... Norte 2T ltifi .19 Doub (i'�ftet(} Y E787 t9S 25.Tftg Tft.T#t 9ftin Drape► nds Mone Vit 99. ' Double. #Tam} lfse 067 i35 5 01 J4 7 11t 4 Nom .EQLA ACti' ACt1.:3#t •. ;•: . 1 Vftouse t9est dam` O;t `r 50 6 2 36 525.37 0.4247 • . .98383 • s s� • .•::,. • • 1 Eteotrtc Strip Heat Norte COP:1 17 kBOJOW •• q+� gam��. ar 2 Electric Strip Hit #vane COR 1 34.1 k8tulhr •• • ••• ':9 08 t 3 Electric Strip tet None COP.1 1T MOW ;•� •� • 3 syr# 4 Eiwft Strip HBAintone COP.1 34.1 kBtu tt • • i••0 4 �S••• i • •. • • •y t ... •mss•. • �•�0'. 000.11'STEA S fij a 3u[ rtCY : Cap- Att FIOW StfCt lac Dtds. k8lu ttt 720 cfm 0.75 1 sy t 2 Spy S 18:..6.:k8 ift- 108Q tfm 0.75 2 s 2: Spot SE€1 18 :24':kS 720 dm 0.75 3 Sys"* '� 4 Cent #tSEER f8? 36:kti8tt 1080 dm M75 4 sys84 . HOT 1RtAT€ SYS S Type TYt� Location EFCag` use SplPtr[ CanWvation 1 EN aft Plone UIOT 1A 0:82 90 gat 120 deg. None. SAUh# WT,Y TER SYSTEM FSEC Comet Cert# Company Nem ty5tem.MWel# CollOctor t+ttodet# Ares FEF None Norte --su ....Rettttt►- Ah CFN B .. fiVAC# g Lata fYa # iotttort Atm TyFe: .' # C5 QItT ON RtF Heat. . ttdCt:1A s 7a 1t+ Ulff 1A 25 V tikii7"1A. fin ([kefault) t� 2 #JtdfE 125 R� i�tt i t6 4S 1t' ! UNI 1t?t dm (D®fau 2 2 0 � 75t its U141T 2A 25 t' t�t eek 8 '; lJHFt�A dm (t�tauttj 3 3' +t 1Sr f1' t1NiT 26 45 ft' p;:.; 1 ... . 'dpt (Mtauftj 4 . TPA' E P �'' ni td Cel F�Itti�: Jan �tfob ~eb �CPO �� Sc ute: H99S 2006 ftelbrenceHours SCh 'T 7 8 9 .0 11 12 AM 78:' 78 78 78 78 78 78 78'. 78 PNI78 78' 7S'' 8 78 78 78 78 78 z8. . 78 Al ppgg 77 �g 8 i t3 # 78 78: 78 Z. 8 78 78 78 $ 8 78 ' O AM 88 1888 SB 88 88 88 .... 88 68 PM 88 t� 88. #t8 88 68'. + 68 • • .•a .••.•• HBO";('f 4w 1 8 8$ 88 88 i 88 •• •88 • P ' t f38 88 68 88 8# .: :. : B8• + iti •0000• 0000.• • .�•• •+••• . :' ..;:.-1 .' 1. '. •- •-: `.. .• •. • --:....l. •+0000 FORM 406-10 It d l d Fal incCh [ist FWda epartment of Busir and::Profasionai Reawations Re �#enfiaal Whole Building i'eiTormarqe mod ADE)REsa '. l E:406S PERMIT* I t3ftES,FL,33138 i 4N©AT i1d'REQt► E{ 'fS SUMMARY 'See:lmdkldua!001 s rte.#otr fttli tail. t oNEN'I' 3EGTI t SUMMARY OF REQUIREMENT(S) CHECK s ; 402:4 Fa be Cttllc d B ice ,weatlterslripped or otherwise Wiled R l 1C-rated as Meeting ASTM E 293>Winctos a :{x;30 ft.'F ling orvisual inspection.reqcii�d fire outdoor,combustion air.Most tamp lit rpt or vbs verify Tabs 402.4.2. rtisirr� :8 { 403:1 At' t oto ttlenoatif l�il be provit77 for each sapar Itut aritl for"m to primary.s rr1, WOW t r ued Wea# m vtr i s►ppietrterttai eCec#ric nt.must prbtterrt sc€ rtt :# at vri corrtprr can . _ moo tie' . tuts 403'3.2.2 . Ali duds,:air handlers,:4. tsiil Which form the primaryair rttatttment paei�tt�t arr disttriiutibr►kms snail be considered duds or;piuna t�frambers, .lad i +niucteci and sebled in accordance. fhb ccide. 403.3 3 &Adm framing sl�l#:i be used as Btlpp I ducts. i Wis ?3 4 Hait.tnp f p rim amply with in Tabs 443 4 3+.f v s� crit►marker t Inuit breai ec . . � i p�uii�itl�►ted p' >.: ,,�b�rr!�aual.t3FF swi�lt. 4Q3.5 #fomes n operate atOos` e Pressure or:wiltt ritanacail v v+ ntii s ►s fall not excel the minimurxt ASML#l2 iVtx rieup fsn: s,.crlspates, .or outdoes adfe t i i :# i imp treats With a tow near s ilyr.o# a .. .at t+ or more spdi aim0000A / ust ant or•:. ar• :otherminsbroven,to reluoe;het if 7fl°lo from•, •, f , sftgecovered energy: #tlrr ski iu[r Oas: rninimun1 thetl� I St pY= n 78 Yo S2%alb 4flftf'l3 .tit' ti'i heats ••r • { � � per• R• tr—mm C�'4.0_ .r.• • •fir ••�• Cariing 403 Sizing csitattort perCvtted 8 atthtad liirnum. �eie's per •' •••• Tables 603.2.3.EtlulPtiz+sr#t of ci+� :u ificstio�n requ •. I .. 1 .. . Oopaslon;c Ung or ra t r:r lir s apacate >�t or .... variablecapacitycspm Eiei .nez3tt>3 mast tatdhtii intots• • y. Or!triClre B�t�R., •� • ••• • • Ci��igse wills 4t1v.2a R 1$. •••• ,�, ME (EPL) E. J.-Ii.-til-G-1. F LE. -..L CAR DISPLAY:. D . ETIATEQ ENERGY REREtDEX* 80 The bier#tie ErogyPerfotlnanc a Iadex. mire eftient the home. 1329 NE 105 ST, WAMt SHC RM.FL,.3me- t 1+ i cu E> .cu e: 9. wauTypes bmiatim :. Area S of riily or ntu rte family Muni-family a.C;onorsW Block lot tr"Oderior Rol 31.400 Bs b.1nf Bloc,lnterfor R4.0 t 2. V. 9 l uxiber of ung,if mum famiyy a WA RO. ftp of Bedrooms 5 d:WA # : . ftz 6. lids a worst cis? do 10.Eemm Types lns at u1. Area a.Under Attic Glen R=30.0 .. 1940,00 ft=' S.:Olw4dored rarer( 3t Et b WA R=.: fe Area c N/A Rs ft' a:.ti-FOr tls 11187 : BlitSit'� 11. fdrct syn{a} 66 S G: St Gam#}50 b.1190-,A) 18j Ret UNIT 113,.AW UMT-18.18. 6... ;125 b. U-Factor: NA... ft=. e Seip:1.3 T?A,.i# tali! ;AH t1N1T A ;see deter Sim: 12"COO"system kt3luihr Eflkdehcy, c. tl'Fac :. i41A fts #.:£�eetral tint 24.0 SEER,18 0Q . Sly b:Cer t! 36.0 SEER.18. } d. ti-Fater . lR :; its 2 �t {sed details} SEtGC 13 ill a3r� k8kAr Eff�ncy, Ates A ...:.: . tbah8t #at: 2.917 R 17.0 C+�P:1.00 b: 34.1 COP:1.00 .. Area ft l AweA 0.5 2; at syr (see deteft) S. F�cx PAWInsulation Area a CW,20 gakm Fbor flush0tiaar SpeCe. R=10.0 1940.00 tt' a EF:0.92 b.S t atte l 'lr n : ".0 1940.00 fts b :CorisBrvabon�aatures : a NtAft, Mone tS.EtecfNone this t1CttYte'hB3 Ex�rtriplief#: th this FCteCt Eienoy Code for Build ing CGr1StRi qn through�above l 11IM free instar!{or exc led} th4B t1Gln8 behNe fii13�IrtS bli. � IerW�e,at t ?!L.DN 1.1 y Cid vvili 6811: ron feted b #an instafi8d Code compOent feift Bt3iidei'Signature: Cate: '" • AEidress:Of Now Horrw ("r f- • , a *Note!* it3 r}ot r#3ttt _°Energy Rating. if your intwt is ketaw 7Q, r ha��mat€: �cir ren a errt ••�••• .E1. kltt you otn a Fla renA#" .. ... .. ..•. . ar9yGat�e tta thea: }tge Hog• a�{329)...... 63E-141 0r Eweb tete tet enen,}y cArrr m�aaton:gid a tint Qfred Ra#�s: For • inforrrtai i at ut the Fk r da BuRding Code, E Sul* *see 0 Cpmm�sit3r�'�sups ..:.. tired bySecdon 303:1;3 of the Florida Stdkfing Code,Energy Conservation,if not DEFAULT- #1t. ., 10 Semon 405.4.1 bra ASHRAE NAN 0.2004 FUNDAMENTALS VOWW alt'01 C t PIER 26C6OUN d EGAD CALCULATION: 1329 NE 405 ST: AREA: MSMF r. MLAM SHORES,FLOM00k 33138DATE. OSM7113 COilk .OAD VAI W ATIONS :ACCA NIANUAI."J" 91 FDB,79 fVfiBy SIDE WALL$ R-4.1 78 FD8.$O :RFLMSME ROOF R-30 TRAfi i+lSSSfbN: COOLING LOAD?, BTUH SENSIBLE LATENT ALLSX .. Q•AREA'11fliER. pEFF.)'TdBq �.._.._ M4 X 3.5 2482 21 x' 12 - S: 0=: 300, X.... 8 8 315 tOOF .00, > X 2 S 2073..: SOLAR £CLEAR GLASS}. GLASS t1• AREA FACTOR.(08P W4.COEFF.) - N t b x 22 S Q= 828 . X 35 2M W Q• 58 3 X 3498 , E: f� 20.3 X 815 .1758 11�ffE#2t3AE Hak!GOUN: PEOPIE:. �PEOPi;E"FACT{3ft LIT. cp 2 X 230 480 -.OVMR FA-FACTOR{APPL.} f2?� 828 X 3 2A87. TRANSMSSIM •••• a • SEN. : 2 q6 15 tes 480 •. a •r • •• t1 PLE•CFM*T.DlFF.VAC'OR) f0 r. 04.0.0 •t••i• LAT. CIO a 1S. 50 0.08 • HFAT GJ1(N. • • 1 • •. '.#�'+FAGT�(R-BpD.LL3t1tKt : •4;�r�• • ••• •a i•�• 14 12W 75 100 12SE1 r •••• i s �._i• • •••••• �84405QQ • LATENT FAcrok OF SENSS i P s0•0 • •r •s•i i• SEi�,S18t,�T'bTAI < . 1$x$8 ••ir•i U►Tl ht TOTAE 0 i • • i•••r i 6PA040TOTAL(SEN.*LATE . . .26095 •• • .�• • • •ri• AS HANDBOOK,2004 FUNDAMMALS VOURM MAMA CHAPTER 2000OLING LOAD CALCULATIONS: Cowmot&.: 70FDS,INSIDE HEATING LOAD,KW 47FDS,OUTSIDE HEATING TRAMMS , U-AREA*FACTOR(U FA+CVTEMP DIFF.} GLASS: Qa 170.2. X 29 493 WALLS:: Q= MA X 4 2814 8n X . 0.9 748 VENTILATION: tIA A0T -OFIB"TAXFF.l ALTO . (:)INTERNAL HEAT GAIN;(k P A .Q= 1.08 we 0.4 HLIM LOAD G�FACTOR*5H0•GF1Yt CIO Q 87 10 tL4 2144 MJCT HEAT LOSS WACTOR{R-8}'018(100 Q= 1.4 1209 76 1 10bX:` k26 TOTAL #tom OR 3:32 �i11'SSI®: '*00,0N THE COOLING.AND HEATING Lt CALLS. USE:bi tE.2TOAI A/C EMITS 25,8w BTum TcrrA .!A 9,3oo mH am.:. 2,5 GFIai(SEER;is)(1-24%) # #III RASL-fl253EC DE 41NG UNIT RIiPN4ikuA2i.#Rc.sm4i242i:k � STRIP HEATE-ftS: KW. •••• • • •••. 6666.• •.•.• .• • 666600 M.CANOMA A01 HTZECfEtlta'AP{NING SIE:3DS-7 -74 .••••• RI:Gt5T1 4T !I No..4.929 0 . . •.•• • .• 6666• • . . .. .6666. 6:6.66. • • • •6066• 060• ASHPAE KANaBOOK.2004fuNDAMENrALSvoLuM Una 01.0 CHAPM 26 COOLING LOAD CALCULATM& 132ONEIGSST.1 AREA. 1,411 MFT. M AMl SHORES FLORIDA 33138 DATE. 06127113 �. ,Y" �4i� r t4'k 'afc MAN WE llwl SUMMARY PM: ..,,.ar CONOfn S;. INSULATION' 91 FW,79 Fm..t3i?T$IRE WALL$ PAA 78 FOB,MM%RH.:&WW ROOF R-30 TRAWMION; COOLING LOAD, BTUH SENSIBLE LATENT 1AtALl: :: QQAREA' CQEFF rTftgt io*:: 872.7 X 3.6 3084 280 X 4.2 33B 1 : R Qm 4111 X 2.& 2778 ;SOLAR : CLEAR GLASS) .. SSS Q� AREA: (06PSH.C48FF:) N Qm 82.8 ... X, 22 S 0' X 35 g W Q= 8d .. X 60 5040 E .. .. . <2m at.$* X 80. 4090 fit+TChtiisl�tL k1�AT Q�41r1: PEOPLE.. .:' 0-NeWLWPAOTOR SQv f2a 8 X 30Q 800 LAT. 0- 3 X 2 f 890 p6oiikli0-AREA•FACr R(APP) aim 4141 X 3 3339 T'#iAAiSMtSSEtMi: SEN. Q= 3 1S 1$ 4.08 729 • • LAT. on 3 is. .. . 80 088: 1S3Et •4•i•• •• • •�. ••'. •• f •••••• • 0=HEAT.GAN ::. ♦••••• • i••••i rQ�`�CCTQI�(R�8)'G.I[G/100.: a•�• •• • • • QP 1-.4 `.. 120 125 i00 2i LATENT 1FACTOFCOMOP.SENSC • to •• ••• • SENSIBJ, TEYfAL 24644 �. • • LATE4+kT"fQT'Rl • • • • •••••• BRAND TOTAL(SEN,*LA 34?6T • • •. • • • AMM HANDBOOK 2004.FUNCAMENTALSVOLUME, urNt#tB CHAPTER-** IOADCALCU ATION& CONDMf?NS: 710FR8,*00E HFATR4 LOAD,KW 47F'D8,;OUTMDE HEAi'fMG: TRAN3MUMOM OPAREA`FACTOW FACT.'TEMP Off.) GLASS: Qa 234.9 X 2� 8812 WALLS: Qm 872.7 X 3491 Rte: Q= 1111 X` D9 '' 10001_ VENTILATION: ' 3�FAG�faR " W-r. wF.FACTOR .EAT GAIN(LPA.)` >` 1:08 1200 0.4 23 HIJI�;R�AD .: tAii'GR"SHF}'CF9i ..OJ57 10 1200 0.4 3218 . I=T HEA"t L*oSS Q-FACTOMR46pa..C:1931too. Qa 1:+3 ate, In t 1000 210 'TOTA# 2M2 C+R 7.55 I E4UiP11��'T'81�8!IG; F�AISED THE E�UNGAN[)HEAT S Lfl1 CALLS USIw ME 3TO1V A/C UNITS 38,5 8'E t#ht TOTA.t 27,I kt�111!#BENS.9125 CFM(SEER-98)(1!321°/a) RHEEM RASA.-02WEC GOPiDFAlSlNt�i3R{1T} sfD Rf PN '!1 RCSN4i2421 AIR HANDLER MCANDA,L/F. . ...... .. . .•..•. MAR`AltR�C'�JE�;�k Pf ANNtPiG •••••• :•••• PHONIw< 7 ..•. .. _. . . V: A8}RAE mAmosooK 2w4 fLoametdms voLuM#. UrOt MA CHAPTER 26 COOLING,LOAD CALCULATIONS: 1329 NE 105 ST AREA: 828 SQ.FT. MIM SHORES FLORIDA 33138 DATE II5/27M LGAD CALCULATlGNS' BU RRY PIi RCCA MANUAL"J" CONDITIONS. IT E tlATltS+i 91 FOB,19i PM OUTME WALLS "A 7$FDS;G"M Rkt.OWE ROOF Rpt TRANSM#SM- COOLING LOAD, BTUH SENSIBLI= LATENT tib it1i3:4. X 311:. 22 ct 2Ny X 1.2: .' 3 DOORS:' Qm . 36.86 x 8.$' 315 ROOF 0- 829 x 2.5 2073 SOLAR (.431011M CLEAR GLASS} GLASS Q= AREA-FACTOR(OWSH.COEFF.) N as a x 22 0 $ 0= OW x 35' 2891 w cift 6" x so E C124 29:3 X W' 1788 itY 0UM HEAT GAIN: PEOPtE Q0PLE'FACTl .. .EEL. Q .2 X 341I1 800 I:AT Qar 2 X 4$E!. I'0VVER- `. Q=A FA.FACTtNtfAPP!,j Q 829 X TRANSMISS(QN: SEN. Qf2 18: 8 1.08 495 • Q=NPEOPOPLE'CFW T-I*P*FAiCTOM: • •• • •• LAT. atm 2 15 • DUCT HEAT GAIN: •• •.• • i•...i Q•FACCOR(R-OrD.LGROO •�s• •+ • • • Om 1.4 1200 75 100 1280 •��• • •• •.••• LATENT'FACTOR C OF SENSIBLE) • • • • • SENSIBLE TO'T'AL 98188 8�i ••. • 00 0 LATENT'TOTAL i � • • •.•• . C3 TOTAL.{SEbl# T , • • • • .:.. •-.• •..•••• • ASHIME SOOK.2AU t04 WERTALS VOLUME. Unit#2A CWTER 2&COG�SO LOW CftaLATf M -' HEAT I; :DAi.OUi.Jh"TIONS 5 3 CON"ONS- 70FD9,IMIDE HEATM LOAD,KW J� +� 47F[9,OUTSIDE 1 EATI1�lV'- TRANSMISSION. GLASS. Q• 170.2 X 29 4938 WALLS: (lm 703.4 X 4 2814 ROOF: 0- 829 X tf fit':: 748 TK3Ai: t3ftFACTCOIR GFWr.0ff.ffACTOR AT GAIN(L.P.A.) 1.09 eoe 0.4 23 - ' HU LOAD. O.W. 10 800 0.4 2144 . DUCT HEAT LOSS t.�FAG7E)R(R-8p13.L�4t10 OF 1.4 .1200. : 7$ 1 1000 128 TOTAL 1812 OR.,, 5.32 BASED ON THE COOLING AND"EATING LQAD GALCS: JSE c»E 2TON A1C uarrs 25,8 BTL(M T4 AL-140,300BT.m. . I EIVS s26 Gm(SEEfi-18)1106.24%). RHEIC:RASL-02WE--C CGNDENS UNrT'AW 3 P��I RCSN442421 AIR HANDLER 1NITH SCRIP HEATERS 5 KW .... .; • • AROVE-CAR '8�PLANNA►iG ' • •••• • i••o•i PI dEs 305-794-929 . - *see •• • • • • • • • • •• - • •oo.• • • 0 ASHRAE HANDL 204-PUNDAlAEMALS VOLUME, LHAPM aGt NCI<LO{iI CALCILATKMS: ARM lllil-MFY. �LClRiDA 33138 [GATE: tt5i2?t93 .. R.}`� ��"�s.u?` 1�-h�".S`"-�,°,�d a {•��•a`�j3"Sps',y�r '�s �p A V ��u"'>w(""t'.7,f i Y . LOAM.'C,I�LCtILATi!QN8. �iEI�RYM�i Y'Gii A� �_pY� C/_.•ONi�IONS�....�./n/.�>�$�� . INSULATION: 91 FDB;79 FM OUTSIDE WALLS R-4.1 76 FDS,504MRH.INSIDE ROOF R-30 TRANSMISSION: COOLING LOAD, BTUH SENSIBLE LATENT WALLS: : 61•ARt=J!"U(THER C13EF1:.Y"YQ Q= .672:7. X: 3.I5 3054 p. x ;.2 336 MORS: 3666 X Rt1OF 4ffi 11 x is 2 :: SOLAR ' 18VARE CLE .-GLASS) GLASS <im AREA'ACTM(OSF'SH.COEFF.) N X 221@47 x 35 0 Xto . Os 0.3 x` 60 4G9S `'::NditRNAL l�AT t�Rtt4: _ PEOPLE ` LrFAMR SEN.` on 3 X 900 LAT. ow -s x .: . : . z }.: . . 890 � Q�AREA'FAC7I:,) Qa 1111 x 3'; 3393 TRANSMISSION: Mff-`FACTOR) •••• SEN. Go 3. 18 1s 1.SI6 M: • • • • 0000 0000.• t�OP1rCFNC T4iFF VACTOR) • • • • a •• • • LAT, <!?+ 3: 1s 50 0.68 • • • • r•••�• •• • 0000•• • to HEAT GtA1 •••�.• • • • 0000•• #�ACTBR(R-6}''D::LC�/10i6 �••••• .•••.• • • • E1•'`.. i:4 UM its t9A 210Ii .. ••.. ••••• ••• • ••• 0000• LATENTF . •0 •• ••ss • •••• • SENSIME TOTAL d ... • • •• LATEW—TOTAL 0 0 • • 000000 •0000• GRAND TOTAL.(SEN.+LATENT)a. 34001 • . • • • • . . 0000•• .• • 0000 • • • •.•a R !7i'R'��H7 7:fi�.!.VrI�NVirR?!11fYR7 ,t� _ CMFFiOW. 70fl3WI NSIQE HEATING LOAD,KW 47FDB;;E3U 111 HEATING: :Tp ANSMISSIm: 0,0MA-F'ACTOR(U MT.`TEW OfFf.). GLASS' Qm 234.8 X 20 8612 VALLS: OR 872.7 X 4 3491 ROOF' Q@ till X ' 0 9 1000 N ENTILRTIC K! :WAC 0R'C `DWFJFAETOR {'j LATERA WAT'GAIN(I,R:A:) Q? 1:(Ja 1200 0.4 2a Ht�IiCIAU .: tl�}ltE+O�i*8T�"CEM' { 0.6T 10 1200 0.4 3218'. MT HEAT KISS {OFACTOR(")*0101100 QaIA 120Q 125.: j... 1000 210 TC}TA� 21�T82 OR 7.55 W 1MNENT SIsMA: BASED ON THE COOLING AND HEAT#ice USE ONE 3TOW AraC UMIl'S 385tS1 BTtlH.Tt9'IAL ?; BTUH.SEPIS.11 CFM{SEER-18){113.88'�nj RHEEM PASL-025JEC CONDENSING.UWT RHF�N�h W, #!RGSN-H242!Aft HANDLER W M STRIP HEATERS 10 KW` _ •••• .M.�J�.I,A... ••s••• •• • •••••• • ARE#ICE.Cy"�f�t._kR,I�R.�S.�PyL to. •s•••• • • • REC3t�TRATIQt�t�.4 -. • • • ••1. 1 L ,• ANMIAMI—DADS COUNTY,FLORIDA • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 ShvcL Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-25% F(786)315-2399 NOTICE OF ACCEPTANCE ffOA W W W.miamf¢ d}�egnvreconoroy Lawson Industries,Inc. 8501 NW 9014 Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date sta W below. The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"La Porte" 81-011 Outswing Glazed Aluminum French Doors-L.M.I. APPROVAL DOCUMENT: Drawing No. FD--2003,titled"La Porta-Impact French Out-Swing Doo:", sheets 01 through 06 of 06,prepared by the manufacturer,dated 12/12/02 with the latest revision"F';dated 03/27/13, signed and sealed by'Thomas J. Sotos, P. E.,bearing the Miami-Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large mw Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modell series,and following statement:"Miami--Dade County.Product Control Approved",unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration data or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with a4y section of this NOA shall be cause for termination and removal of NOA. The NOA number preceded by the words Miami-Dade County, Florida, and th °; piration date may be displayed in advertising literature. If any portion of the NOA is d' j en all be done In Its entirety. N: y of this entire NOA shall be provided to the user by the manufacturer or its d available for inspection at the job site at the request of ft by. ci01.; ; •• A No.12-0127M and consists of this page 1 and evidence*paqt!!Er1;1t-2rao as I vol .,` ument mentioned above. docu ntation was reviewed by Jaime D.Gascon, 000 go* . ... ... . . �� A • i i• "NOW Nai3'0miI • Eaphatlon Bate: ,Pane o.%Z018•• Approval Date: June 06,2013 � ��1'j � �� ... • . . . ... page i . ..: . . . . .. . . . ... .. i ' i Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.11--0242 03) 2. Drawing No. FD-2003, titled"La Porte-Impact French Out-Swing Door", sheets 01 through 06 of 06,prepared by the manufacturer,dated 12/12/02 with the latest revision T1%dated 03/27/13,signed and sealed by Thomas J. Sotos,P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC.TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with rnarked-up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI 11 3201,issued on 01/06/2011,signed and sealed by Candido F.Font,P.E. (Subs ifted under NOA No. 11-0202.03) 2. Test reports on:1) Uniform Static Air Pressure Test,per FBC,TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 20394 along with marked-up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI49=-2623, HETI494645, HETI49-262+ and HETI-09-2646, issued on 10/22/2009,signed and sealed by Candido F.Font,P.E. (Submitted under NOA No.104128.04) 3. Test reports on. 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Forced Entry Test,per FBC 24113.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of aluminum Outswing French door,prepared by Hurricane Engineering &Testing, Inc., Test Reports No.'s HETI-04-1897, HETI-04-1896 A, HETI-04-18% B and HETI-04-1377,, issued on 03/08/04 and 03/12/04,all signed and sealed by Rafael E.Droz--Seda,P.E. (Submitted under NOA No. 04-0607.04) 4. Test reports on: 1)Tensile Test,per FBC,ASTM E-8 along with marke&up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-02--TO95 and HETI-02-T090, issued on 01/13/03, both signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted lender NOA No. 03-0219.01) 000 ..• 10. .90 . .. . . . . ... . •:•Jaime p.qescon, iEa•. Proa t Cbnt=i r 'tics Sttpe"bot N6&No.•23-0 M1?.• Expiration Date: June 05,2018 49grgval Dat.: June OXj 2013 . . % . . . . . . . . . .. .. . . . ... . . . ... 0 . w Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 5. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 20294 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1253, HETI-02-1726, BEZT-02--1728, IIETI- 02--1736, HETI-02-17423, BETI-02-1763 and BETI-02-1765, issued on 01/14/2003, all signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under NOA No. 03-0219.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBG, prepared by the manufacturer, dated 12/12/02 with the latest revised dated 07/02/10, signed and scaled by Thomas J. Sotos,P.E. (Submitted under NOA No.10-0128.04) 2. Glazing complies with ASTM E1300-98104 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.13-0129.27 issued to EX DuPont DeNemours&Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 2. Notice of Acceptance No.11-0624.02 issued to EX DuPont DeNemours& Co.,Inc. for their"DuPont SentryGlas@ Interlayer"dated 08/25/11,expiring on 01/14/17. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA) for their"Saflex CP-Saflex and Saflea BP Composite Glass Interlayers with PET Core"dated 03/28/13,expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance with the . FBC 2010 and AAMA 101/I.S.2--97, dated 01125/12, signed and sealed by Thorns J.Sotos P.E. •• ••• •• (Submitted underprevious NOA No.12-012 7.23) r --�••f •; •• `� `•. •:•Jaime p.qftconi Pt •• Piro$illt Cbntwi Spetloo sgpetylsot ` ND A.Ng;13--0=12.- Expiration Date: June 05,2018 4pjrgM Date: Jun e06,2013 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDE NCR SUBMITTED F. STATEMENTS(coNT1NVED) 2. Proposal issued by Product Control,dated 07/27110,signed by Ishaq Chanda,P.E. (Submitted under NDA No.11-020203) 3. Laboratory compliance letter for Test Report No. HETI-I1-3201, issued by Hurricane Engineering&Testing,Inc.,dated 01/06/11, signed and sealed by Candido F.Font,P.E. (Submitted under NOA No. 11-0202.03) 4. Proposal issued by Product Control,dated 03/26/09,signed by Renzo Narciso. (Submitted under NOA No.10-0128.04) 5. Laboratory compliance letters for Test Reports No.'s HETI-092623, HETI- 09-2645, HETI-09-2624 and HETI-09-2646, issued by Hurricane Engineering & Testing,Inc.,dated 10122!09,signed and sealed by Candido F.Font,P.E. (Submitted under NOA No.10-0128.04) 6. Laboratory compliance letter for Test Reports No.'s HETI-04-1897, HETI-04-1896A, HETI-04--1896B, HETI-04-1377, HETI-02--T095, HETI-02-T090, HETI-02-12539 HETI-M-17261 HETI-02-17282 HETI-02-1736, HETI-02-17429 HETI-02-1763 and HETI-0a-1765, issued by Hurricane Engineering & Testing, Inc., dated 01/14/03 and 03/08/04, all signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under previous NOA No. 05-1116.06) G. OTHERS 1. Notice of Acceptance No. 12-0127.23, issued to Lawson Industries, Inc. for their Series "La Porte W-0" Outswing Aluminum French Doors - L.M.I r, approved on 04/05/12 and expiring on 06/05/13. .. ... . . . . . .. . .. . . . . ... . . . • . . • •.. p�tscon�PiEx•• Prolfilt Cbntwi Woo#swentsoi ; • NQA Nu:13-4=12.- Expiration Date: June M,2018 4gerrlval Date: June 06 2013 E...3 • . : : • • . • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • HILL OF MATERIALS145 1/2' Max Ur-it Width +� *BH p OR1t'C I PART 0 PTION __ .. ItEMARKS Panel Vldth -Swing a°9•t width •• 1 L-901 L11-098 1 FRAME HEAD �M 6063`76 ALUMIAAH4 I( 33 13/16' rtau. ) C 35 3/16° r►a : ..� '..• 2 L-902 LCI-097 i FRAME SILL 6063-T6 ALUMINU4 3 L-903 LII-090 2 FRAME JAMB 6063-T6 ALUI%INUIM ® 5 0, •• •• •• •• •• 4 L-904 LII-096 2 SIDELITE JAMB ADAPTER 6063-TS ALUMiNUNI taP a 119 .• • . • 5 L-906 L11-092 2 x panel PTALTERNATE PANEL TOP & DQTTOM RAIL 6053-T6 ALUMINlA4 hing 6 L-907 LIT-091 1 x Poet HINGE STILE' - W 6853-T6 ALUMINUM OPT NSAT S SHEET T- •• •• �� •••• raaa• 7 L-905 LI1-094 1 x panel LOCK STILE y~ 6063-T6 AL.UMINtIIt _ -�- p 3 6 o• • �� • •••• • • • • • a 8 L-909 L1I-095 2 x panel 1OP L BOTTOM RAIL ADAPTER 6063-TS A1LUNINIM y •• •• • •a 9 t-911 1.0-085 AS REO'D. 1/4 ROUND ALUM. DEAD - 7/16'� 6063-TS ALlR4tNtli4 +° �'»'� f; - i} e �! �' so t0 L-912 1_11-087 AS REQ'D I/4 ROUND ALUM. DEAD - 3/8, 6063-13 ALUMINUM �'"� . � ff�� `�, • ��t •••• � I1 FD-6P-4-2 L-908 2 x pane( HINGE LEAF ASSEMBLY 6063-T5 ALUMINUM iu X %f %/f %/ �. •• o •• i••• 12 VVS-601 TP 32F16 AS REQ'D. Rutb Vinyl Vts'p.-Teom Ptastics, Inc. See MaterW CompositTon at Sheet@ CU •• �� e4ct11le II7 act).ve lb 13 PWS-001 x AS READ. WTS'P. @ TOP/BUTT. RAILS Schlegel FS - .187'w. X .2I0`h. tr ti 14 PWS-002 x AS READ. WTS'P. @ FRAME HEAD & JAI48 Sctdegel Pll - 387'w. X .3301h. t8 2 8t 0#—,<* 15 L-910 1_11-069 2 x panel STRIKCR MOUNTING PLATE 6063-75 ALUMINUM ` d deadlbolt �Q o 16 FD-619 FD-619-1 2 x pant STRIKER PLATE _ 6063-75 ALUMINUM � � .w�,� � � Sldell$e x � 17 FD-631 LLI-086 AS READ. GLAZING ADAPTER 6063-T6 ALUMINUM 18 HC-001 SF-5502 2 x Panel DELTA FLUSH DOLT (11 TOP $ DOTTI]M OF LOCK STILE) Hoc40 >I�'j 19 FD-621-•2 HC-024J025 1 SET DOOR LOCK f DEAD BOLT SET KWIKSET - Strias 6401 COMBO k se � // Sid fte 20 FO-621-2 HC-024/025 1 SET DOOR LOCK / DEAD BOLT SET SCHLAGE - Series P11350 COMBO RHfA]AQUBtEM 21 FD-621-2 HC-024/025 1 SET DOOR LOCK f DEAD BOLT SETT KFIANT - Series 831 COMBO IILT© SEE At ERNATC BOLT 22 u FS-035 AS REWD. Frone Install. Screw - Heat@ 5/16'- TAPCON C See Notes) - S�J_ � `$ OP Q AT SHEET 23 v FS-035 AS REDO. Frame Install. Screw- Jamb/Sill. 5/16'- TAPCON (See Notes) - --- -"� "' -------- e4 ---- -e4 x FS-026 8 FRAME ASSEMBLY SCREW 912 X 3/4' PH.•-PHI. t 25 x FS-012 AS REQ'D. JAMB ADAPTER SCREW 910 X 3/4' P.H.-PHI. 1a7 S 8' V 7 ;�. 26 1`10-634 LII-17L AS R£0'D 1/4 ROUND ALUM. DEAD - 11/16' 6063-TS ALUMINUM _ 6° 4 61_. 6' ANCHOR NOTES: g f,f4 - /8• - N 27 x FS-043 8 GLAZING ADAPT. ATTACH, SCREW 48 X 1 1/41 FK-PHI. t=- max. n.c. 114 4° 1. SEE ELEVATION AT SHEET i OF 6 FOR 3/4 12 3/4• 4 /2 4-1/2' 14 1/8' /4 28 x FS-049 2/Panct Doubte Rail Assembly Screw 3/B'x2 1/4' Hex Screw & Nut ANCHOR O.C. MAX. SPACING AND LOCATIONS. Cat Si et (ma� o•c. a oG G.C. (Max. C.C. a 29 x x AS REQ'D. NEUTRAL CURE SILICONE Schnee-Morehead SM-5731 2. SEE SHEET 4 OF 6 FOR INSTALLATION ac•W Panel) inactive pant) 30 x x AS REQ'D. NEUTRAL. CURE SILICONE Dow Corning 899FASTENERS TYPES. +'OXXO" EXTERIQR ELEVATIO 3. SAME ANCHOR SPACING 0 FRAME HEAD & SILL- _ 31 x x AS REQ'D. NEUTRAL CURE SILICONE Trenco S-300 OTES 32 x x AS REWD, Laminated Glass see Pg. 5 Dupont " Sentry Glass Plus - MUM 33 x x As REO'D. Laminated Glass see Pg. 5 Dupont - PV8 l). QUALIFIES UNITS I At11ND WI PANELS (SEE ELEVATIONS). 1). THIS PRODUCT 15 DESIGNED AS PER 2010 FLORIDA BUILDNG CODE. 2). QUALIFIES UNITS WITH AND WITHOUT SIDELlTES 34 x x AS RE4'D. Laminated Glass see Pg. 5 Saftex - PVD 2}. CLASS MEET5 REQUIREMENTS OF ASTM-E1300 11S PER CHAP'1EIR 24 OF 3). MAX. FRAME SIZE 145 1/2"w. X 98 3/4"Ie. OXXO THE F8C 2010 CODE. 35 x HC-002 2/Pant PANEL ASSY ALUM. PLATE I I/2'x 2•x 1/8' (6063-TS ALUM.) 4). EXT & !NT FALSE COLONIAL MUNTIN APPLIED W/SILICONE. 3). WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER 36 x HC-004 2/Panet Pane( Ass'y Fult Lenght Rost 318'Dia.-200 Rod, Plate, Flange Nut 5)• QUALIFIES SINGLE OR DOUBLE BOTTOM RAILS LOAD TO THE STRUCTURE & TO BE REVIEWED BY BUILDING OFFIC1At„ 37 x FS-011 a HINGE ATTACHMENT SCREW N10 X 3/4' P.H. / PHI. 6). MAX. DAYLITE OPENING WIDTH = 25" 4)• ANCHORS SHALL BE AS LISTED, AND SPACED AS NOTED ABOVE AND ON 7). MAX. DAYLITE OPENING HEIGHT � 83 1/8+ ORAVIING DETAILS. ANCHOR EWSEDMENT TO BASE MAT IAL SHALL BE 38- FS-044 23 SIDELITE ATTACHMENT SCREW 910 X V PH/PHIL. - (17' DC Max.) 8). SEE 13LEVATION AT SHEET 1o16 FOR MAX. ANCHOR SPACING BEYOND SHALL DRESSING OR STUCCO. 39 HC-006 62PP05ORG14 6/Jamh 1/2° Dia. Hate Plug - Nylon 6-6 MICROPLASTICS - Rockwell M-79 9). ALL DIMENSIONS SPECIFIED ARE IN INCHES 5). SEE: NOTES 0 SHEET 4 OF 6 FOR INTALLATION FASTENERS TYPE. 40 HC-007 62PP087BGII 2./Panel 7/8' Dia. Hote Plug - Nylon 6-6 MICROPLASTICS - Roekaetl H-79 10). NO HURRICANE SHUTTERS ARE RR UIRED 6). ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS 41 x HC-010 t/BOLT FLUSH BOLT Sal Plug - Nylon 6-6 StrTtiICQPI,ASTICS Inc. &ocu+eeti M-19 i ��A�TR�E �N.TO�T+, PART OF THIS APPROVAL 42 L-913 LII-086 AS REG']). 1/2 ROUND FALSE ALUM- MUNTIN 6063-15 ALUMINLR4 I►Id•0L)UC'•f RIE91HW%D - d1�-'-`-ITA Iv-NS' 43- & n AS REG'D. INT FALSE APPLIED MUNTIN 1.25' X 22-2° STOCK ALUMINUM asoatnplyingevld'dw 1). 0P - t$6 P5F 1V/ (4) Sue-face Dolts & Gloss TyppBS A. B, C & D. 130i igCod® j j (SEE LOCATION DETAILS 4 SHEET 3 OF 6) 44 L-915 FO-623 AS REQ'D. FRAME iiEAD SHEAR PLATE 6063-75 ALtiMINUM - 4' tong Aasepteme WWZS. 2)- MAX, DP = :76 PSF W1 2-Point Lack (octive)+ (2) Sur/altaBatts at moclive 45 L-916 1_11-117 AS REO'D. FRAME LOW SILL - OPTIONAL 6063-TS ALLIMENUM E ..Dom® f 3). MAX. DP = ±76 PSF W1 Flat Sill & must be used tIAheria water inflitration is 46 FD-635 HC-050 t TWD-_POINT FLQISH_D4L7 LOCK - O4'TDINAiI ( 8qR +f- 76.0 asF OP) S S ` not required as opaninq is protected b?' Cvethong ro#as grsotw Ilion tree. PROF'ES 10NAL BNO 1 R` } ( l --1� ) 47 FD-626 FD-626-1 2/Panel FLUSH DOLT GUIDE ALUM, MOLE 1 1/2°x I 1/2'x 1/8' Alun. 6063-TS IIYEER ®Y � `' 4 . MAX.?AAX. QP � X86 PSF 47 kdulli-Point Lock 1-oGtiVB + 1 � ktott'we FI,'f�C..� Tn5223 INlatnl - 48 FO-627 FD-627-1 2/Panel 2-Point Lock Bott Guide ANGLE 31x 3'x I 1/2'x 1/8' Alun. 6%3-T5 �' .__ ____ Revision Dotes: 49 x x AS REWD. Joint Sealant- White Cotoeed 'awls Co.' Super Seal I" � Revised to comply w/ FBC2004 -!l/0I/0gW 8501 NW >fb St. 50 FD-638 HC- I SET LUCK ACTIVE HANDLE & TRIMSET ASHLAND NW52DIA-A � 1 Revised to comply w/ FIiL`2007 is added iAE01EY, FtO�U14 .i31b6 51 FD-637 HC- I SET MULTI-POINT LOCK ACTIVE ASHLAteO NVS110-StACTS r Insulated Class 01/22/10 s`.. Ashland Mult-Paint. 14ok. Qt/27/11 MANUFA:1YlA18R OF WAUTY AI. MIMUM WIMMNS Alla VUW AVU 52 FD-640 Hc- 1 SET LACK PASSIVE HANDLE & TRIMSET ASHLAND sW32bIA-P y? m Revised to comply w/ 2010 FITC I9raw cww Pert a"11a"11P9ud Ca sestespraat Neve 53 FD-639 HC- 1 SET MULTI-POIN7 LOCK PASSIVE ASHLAND MV5110-STPAS4 `' a a N®a APPROVAL IMPAct I FLINCH IJ a t OF 8 54 FO-641 HC- 2 x panAovuea Bar Panel Mutti-Polnt Lock Dolt Guide NYLON 6-6 Rockwell M scate 79 � ®ala tide&ad: a9 99 9! �- Nelson trazo 01/27/II La Parte Impact French out—Swing Dolor 55 x FS- 4/15uittc Dolt Guide Attachment Fosterer 116 x 1/2' P.H./PHIL ; ttaie t9raan 56 FD-642 HC- 1 x Lock Lock Top Mount Adopter NYLOI+i ADAPTER �� M1Eets9)Tn Erato 01/20/12 °•. k4 57 FD-643 HC- 1 x Lock Lock Bottom, Movnt Aoiapter 'NYLON! ADAPTER }« r, i `r9. qy �` Soata: n,t.a. Refaren"Numowr. Dr•w9adq IDea".4er: FO-2003 '"wa DATE_ ' w� 110 ?/8' Max lN+it Nldth 73 3/16' Max UrJt Width ----- 74 t/2.' Nor tinct Width 39 518* Wu 3Lwt8 S/6' tax gp� ALTERNATE Li sit ALTERNATE LT 1#dt Wicltn T NATE T 0.000 1ltolth S+Hin O� TICIUSEATT SHt T 5w1ng SM AT Sidelite OPtwtiS aT sFiEET �i Al 8HE • • / 33 a • 0000 0090 • Pon I Width AI 6 Panel With of 8 Ponet Width --� A of A 3 of ('35 3/161" M C 3 3/16' ax A t 33 13/16' max. rl � � ••• • • • • • y0• • • • • I A { 23, 83 [ A t if•• • •••� t • • 0 ({w �1 { Tax. 11L itl nu { How. DL vic`it °ry I+ { �•• • • 1j ! Y • • • • C I ri 1 { �Qior 1� p/' t g 1 7 C l/, o p t p t 7a� • • • • f/!Ji:�, i.•/ � / /! 3: �%/ �w�i i z"i 11 11 p • •• 1i i Yi (I Z �I x f y Cti•'s •• • i • • x InactivetiviXO iye .2> Ii.•,� l; �. ,� CLfb �i• TM v sr° � i%-- II i �xIL rJ11 NN 1 H t > 8 2 1 g ® i I) 8DE ir e 11 1 - -- jBEAT 5►EiEET T gg ,�TEq TE g�T jjEA�SNE T S �T /'� 7 ��1t��ppa rnTT,,/�'•''�q��tt o► 6 �r rr �rr;;�TT//��tPgg�1r7�A�&S'A SFPEET /'� �1T �pq�r /'� •�eT' •� ;7��°�(`� �ttT 1T9 (��}• a�X0» EL EY diF1IO itXXto EL.t.G YATI 3 of 4/ t, Ct1t Y t8 1�iJ1V qt 6 .stX" l:al.E V ad..s IQ 3 Of 8 no,l E d Q 191/2' Max Unit Width APPROVED CONFIGURATIONS SEE ALTERNATE SOLT OPRONS AT SHEET Sidelite 3 at 6 Swing NOT "LaPorte" IMPACT FRENCH QUi'31 LNG DOOR - DESIGN WAD CHART Pan9t Width Panel Width 1. ALL ELEVATIONS ARE A GRAPHICAL. REPRESENTATION t 33 13/16° rtax. 3 C 35 3/16' M x. 5 AI A VtEi1tE0 FROM THE EXTERIOR $il1Jr. e'araet rI07x lIEIGliY ATUMBER OP PAHBL tilDTH DP P9p ) 2. FALSE COLONIAL MUNTINS ARE APPLIES? W/ SILICONE ACRUAL 1Z6 � SSS TYpB ACTUAL 812 CLASS OUSE CLASS AND ARE AVAILABLE AS OPTIONAL. (lNCH1�) WCHORS "A" 4t "8" �kC� TYPE "8" TYPE "C"TYPE "0" 3. PPANE ;e E SA TI L LS SIi�GtE BOTTOL4 RA1L olilrrw • x>llcar • 1rA�a a/-(PSF) VWH • +/-(PW) +/'-fP$F +/-(Psp) t 4. OUT-SWING DOOR WITHOUT INSECT SCREEN. 10 1/4' 5 186,0 It 3/16• :76.0 *76.0 ±76.0 1� ({ Max. OL I W1410 16 1/4' 5 ±86.0 t7 3/16' :76.0 176.0 ±76.0 '" 22 i/4• 77' S ¢86.0 23 3/16' :76A :76.0 •_76.0 '�:.' �:• II ('d B it\ p j 26 1d4' xC5> 5 ±860 29 3/16° *76.0 :76.0 ±76.0 /,/.�� /.�j %/.ej-" - /i% ; 30 1/4' 5 t86a 31 3/16' i76A *76.0 *76.0 t• .e•� /!.. /i!< //.: .E 34 1/4' 5 186.0 35 3/16` :760 176.0 x76.0 aco z II (I c1 10 1/4' 6 +86.0 11 3/16' 176.0 *760 +76.0 16 1/4' 6 186.0 17 3/16' :76A 176-0 .76.0 c d 1 I P11:Ot1tJtT18W 22 1/4' 93' 6 186,0 23 3/16' :76A *76.0 *76.0 ty ° ji*C ( , E asftF a 28 1/4• xt6> 6 486,0 29 3/16' 176.0 ±76.0 ±76.0 •• BuildingCoda o /'1P ` /.< /./ f bM A�ofpiearrtAia i� 30 1/4• 6 1860 31 3/16' !76.0 :76.0 176.0 tr X + , AIL Expiraxlot ��C%t 34 1/4• 6 +860 3S 3/16' 176.0 176.0 +76.0 �� n .`r .:.. • OPEAMU PANEL MT MEET APPt.If 4NLE REQUiRtUENTS PER 0U1L1= COK. Miami lade Prodm L"trol • () PARENTHESIS INDICATES ® OF AMMORS AT FRAME JAMB. PRO1t8SSiO1IAL.EXCINBER Revision Notm. ., Raviaett to damply w/ M2004 -E1 01/08LWS (0)" 851}1 NW 90th Sl. ``' �" % Revised to comply w/ PM9007 & added MEDLEY, FLORIDA 33166 SEE ALTERNATE 9OLT ,Y 9 : - ~htstalatod Class 01/22/10 JE° T LJ '1* �; 2 N`C �i (305) 696-8660 OPTH}N$AT SHEET �""`- 8 ELEVATION f �, hland MIiIL-Polat Wok Ot/27/t t MANUFAC`TUP10ft OP QUALf7F ALUM'fNUH It<ffY'1 PWS WD 0"03 06dR3 t►� X tr JCfLtsVA 1�d ' � r';. vied to complp a/ 204a F! aro"clout PC loofa toad satr Aartn+/ttottii Plena ffi+1aG 4 E i NOdt APPRBYAkPACT IFRENCM 0o6R 3 of i 4 y t {n,v s'';<4{+ v�iei AV: 6e0U6$AtttO/l 7t M tf �yCH�C R Id0'lES: , s/ NeEtrc>m Erato ai/27 11 La Parte Impact"' French Out-Swing Door 1. SEE ELEVATION AT SHEET 1 O1+ 6 FOR 2. ANCHOR C}O.C. 0 fi FORNG AND 1NSTALLATIpC1d TIONS. ".; a. dawn ayr ss SSHN 14 . ��. Nelson16raza tic/20/12 f EN1 S TYPES. <r �' ».t.s. R.fu.asa kumbfr. arertaA Akenab•n sevaetot+tewu"F" DATE ._ _ FO-2003 VSf16• TAPCON W/ 0 0 ii i/2• MIN EMBED. 5/16' TAPCON W/ 00000. CSEC NOTES BELOW FOR SPACINGS 2 x (P.T.)WOOD DUCK IIV'1`ERIOR SIDE (SEE NOTES 1/2° MIN EMBED.NOTES BELOW FOR SPAC11�lW • •f•• ••••• • f • f • 1/ MAX. M TYP. 3 • ! . •• •• 1000•• ' 3 4 3 LOCK STILE 3 ,4 • • ��;=ha• • 9 JAMS MULLION 19 20 21 15 t6 MULLION JAMB • y**.**so to••i• �•ff• JV 17 36 6 Active7 7 Inoe:tive 17 38 27 12 12 12 23 •fi •f••• Sideiite 39 17 Slde0te 33 36 �'�' • fir` •ai•: • 1100• 1 1/2' MINE�Dl • i•a•i•;• a ifff• TYP Wldth 1B "` °.y j• tarsce ' 14 17 t2 9 1O 14 9 10 14 �• ~ Panel Width it 27 11 1 �° MIN EMBED N „ EXTERIORStI}L � MAX SZIM `�_/ �.:,1 '•�1 BE UNIT WIDTH MIN D 46 ---: ANCHOR RIOR NOTES• Active INMIOR SIDE INTSSIDE 1. SEE ELEVATION AT SHEET 1 OF 6 FbR Cnactive Active Inactive !8 16 ANCHOR O.C. MAX. SPACING AND LOCATIOMS° _ # g 2. E SH ET 4 0f 6 FOR INSTALLATION A TEN S T'YP S. - - IE o I w11b 1De I=lalride 18 183BWfdft EXTUIOR SIDS 9=1110R SIDS �� /�CCtQtt=tNC .a te/m I P Active Inactive ,D3 L J4 L, 'B G3 3 QPTIOh1ALCE LOCK STILLS WITH FLUSH BOLT LOCK STILES WITH TWO-POINT LOCK si � Mliarni l�tado Pro=tucl Cantlbi 5 1 & FLUSH BOLT IIOIT'BR10 SIDE •8tos,. Active Inactive two^^paint r� loc 40 INA D cLA s Mp /. 13a5 "3z 12 1��M csl, 17 *) OPTIONAL SILL 28 INTERIOR SIDE OPTIONAL BOLT ® BOTTOM RAIL 5/16' TAPCON W/ 1$ EXTERIOR SIDEt SEE DETAIL E3 FOR MOUNTING LOCATION 9 ( CE2NOTES EDE & FOR Swim TWO--POINT MULTI-P®INT , LSH BOLT (,°) FIAT SILL N= MAX. OP - 376 PSF MAX. DP ,. 386 PSF TWO-POINT LOCK LIMITATIONS: DOORS & SIDELITES WITH THIS SILL TO BE 9S 1/4• VAX iRi IE HEIGHT. 5 36 2 OPTIONAL LOC ETAI1). MAX. DP = 1-86 PSF W/ (4) THIS TYPE DF SILL IS LIMITED TO +/- 76A pelf AESICd4 1.RA8 A118 13 t2 Sutfoce Bolts & Gloss Types A. B. & C. MUST BE USED WIRE WATER INFILTRATION IS NOT WAMD OR THE • .• 2). MAX. DP - t76 PSF W/ 2•-Point EXTERIOR OPENING IS PROTECTED WITH AN f:XTT: 9 CEB.M (W RtNti` z2 ----^------� PROI+F. 5ti0N/6L E{�'filN P,R Lock (cctive)+(2) Surface Bolts 0 Inoctive OWERHRNG GREATER THAN OR EQUAL TO THE HEIGHT ( THE VtiLL i T662$+S +r WHERE THE DOOR IS LOCATED. 2' silt height > Revision Notes: Reviaed to compty wt/ MC2004 -11 01/05LA WS ON $501 N01 MW W- .. ` • t t �: Revised to catltptp at/ LtBC2007 & added MEOLt:Y. RORM 8$166 " :,..:. �'` .�` r ,+{ ,•° ' ro Insulated Class 01/22/10 r • Ashland Halt-Point Lock 01/27/ll AfAMPl,PAC7Y/lRBII OF !lA61?'Y AlilM/MUK A'/NDO Y AND44111111''.. .,,•• "e• ' ia: d p ,i $"a MI h1 EMBED ?YTAPCON '• 7YP t `''�✓iRevised to to Cam IY / 2®lA RBC AM onwm Gtaa4. 10APPCA4 PIMPACT 9i�Rr,EitNa/CMtoROtkdttwv Zt iaN a of 1at CIO- ft"t"11-5/16• W! CEEp�l 3CS ZNOTS1 FOR SPACING} Nelson Srazo A00 ChedviL ., is " �M4�' �"'`� of zr 11 La Porte"' YE'XY�hB.+~tFrench Out—�►ing door 2 OPTIONAL DQUOLE BOTTCIM �.L�f 1 �:' browu &own ow DWI/ x RAIL DETAI �g�[, Nelson Eraza !'•�� Jea/n Rafaraeee Xusn&ar: FDra►!Asg NumQrr: !per RfWb IyATIa n.t.s. FD-2003 *F- 5/16' TAP= W/ 5/16' TAPCON V/ • • • • s 1 112' HIM EMBED. �.Ill' H1H EMBED. •• • •• • •• SEE BELOV FOR SPACING INTERIOR SIDE: BELOW FOR SPACING •••••• •• •• ••••• 3 INTERIOR SIDE INTEtt A 4= • • LOCK STILE � +• •••MCK SIM... • w- 1 JAMB � " ° : .� 3 >' `,•:; • • ••••• • �.° JAMB 20 21 SOCK STILE t, %:" f JAMB 19 2I3 21 _ 8_40.1 9 • • 1 •• • ••�.• tea..ro 6 1 46 23 ►,`s • .� °�yj•:•� �__ 46 N.: •• •• �°' °'�.• • .t.;,•.e''• 15 '..'`a'v t •r t%•��a; 12 b 17 7 .�t; y� : • : � t 7 • e•` Active • • ••• Inactive • • r• '"+: •°" Active 'r ••` A;Vve • ••• • • Iqa• • l7 12 w 2z 12 ° �•• 1 11 1i 0 MAX SHIM I k "x" EXTERItM 31D UNIT WIDTH MIN EMBED UNIT WIDTH EXTERIOR SIDE CTYP.) EXTERIOR SIDE 50 51 $ 111111ITUM Sm I.tat tDGt sisr. TAPCON W! 2' M °5/16' TAPCON W/ LACK STILE Jy 1 1/2' MIN EMBED, 1/2' MIH EMBED. 4 • •r .e�•• (SEE NOTES FOR SPACING) EQG£YpkSP iE NOTES FOR SPACING 19 2O 21 MULLION 4 :.�?"•:�. 1N1`EEt10R SIDE qRy�r,��q. }�(�yLy E,6 7 'T11q. tl ° •'• a ,.M 1 x (PT) 29 36 31 7 46 3I3 m C0117p1yP131$ytHIHllHtBIJtCIIeHa x CPT.) f ti. ,2•e:• VWD BUCK MIN. EMBE 4/000 8UCK •4�a" .'•� a'"..ti 12 Buildiog€We I ® _ r 4 ,P TYP •_ Atct3ptans3 No Active Stdelkte 1 I/4' MAX. 1 ��. ___ LOCK STIt>E: 12 HEAD 44 SHIM TYP, HM kf4' MAX. SHIM TYP. S1DE ttnmi v rivatac:da=aaw 44 G3 3 22 A 22 9 t0 . 12 14 INSTAJ l ION FASTENERS NOTE 13 13 : 8 12 � $ . Sidelite RUCK 5 380_!4 MINIMUM�_REC±YARED FASTENER lEi1(ITH Attachment Screw H5 16" X 3 1/2' Lang TAP ) $ ( 6 Seroma $ each gide of JambHEAD: s, / " n9 APC ` J 11! - 18 total per sidetite ) EXTERIOR SIDE SILL: 5/16* x 2 1 4 LO T ur�-1 INTERIOR SIDE JAMB: 5/16" X 2 3/4" Long TAPCON(s) 2! f 31 - INTERIOR SIDE 5C} 51 MULLIONS: 5/16" X 2 1/4" long TAPCON(*) IL t r 152 53 (s),TAPCON BY -ItLCO" 0 "BU11= I 9 10 T fsLASS x 9 10 LOCK STILE ;' Xi<"_ iN UId KR D FASTENER--LNG1N °J = "LJ 56 57 HEAD: 5/16 X 3" long TAPCON(e) ' _ JEXTERIOR SIDE' Sill: 58" x 2 1/4Long TAPCON(l) 43 42 `" W 43 7 ' x Active B:Inactive JAM5/16" X 2 1/4" Long TAPCON(o) a ¢ 0 a 4 MULLIONS: 5/16" X 2 1/4" Long TAPCON(o) a- INTERIOR SIDE _T (4) TAPCON BY E40' OR *BUH fit" 1 tr Noa as. NOTES: ALL FASrf ERS IJZ 11AW_ MIN, �ItLIB'LD MRL 17 � AND I JA- MAX. SHIM SPACI3<. EXTERIOR SIDE 18 5 d:e2 12 • ALL TAPCON LENGTHS "L" SP8CIFMb ARIL MIl�itild� 5 ( SEE ELEVATHON AT SHEET 1 of 6 NOR 22 PROF1 $ W G) ER EXTERIOR SIDE ANCHOR: MAX. SPACING AND LOCA't'MINS ) 1 , 12 13 12 ` 4x' ; the �. ✓° Revt$IAn Nates: t AJ I 23 "—" — L7 23 �� a' y Revised to comply W/ H�BC2004 -11/01/05 8501 NW 90th St. \ / P.• 2 r, A 1 ad w� Revtsed to comply s/ PM2007 & added MEDLEY. FLORIDA 33166 3 ti.•I Height �;:,.. { ° � insulated Glass Ot/22/10 � �LA WS � (305) 696-8660 SILL °` SILL ` { ;, 4 .r '� Mand itult-Paint H�aak O1/27/i H MANUF'dCMRCR OP 4MALffY'ALUMINUM i6RN@QMS AND 9 CI,ARB M :SCC Revised to comply w/ 2010 VW @�.yn�w copnpM f �.a cim� a�,wa�coi��A r sws a/wodst td,� V4Vb r .°M $ °i,•rr ,°�•�v I r .°•M�tiq• Lt. •°'�'"••.Ni s °1•° .'�4 P '•�Y. J.!• °'`°.e4n RWf Iw."RM�Ti. IMISA rT fff"" "OR 4 OF B •a~ , rir t I j' MIN EMBED e+' : ''r to "': - M "'. ° pl ' MIN EMBED `g ♦'� � �, �� R•' � ®of z7 ail "La Porte" Impact" French Out—Swim Door • 'I�;, i Typ . r: e ` Nelson I3raua / / Ij TYP 5/16° TAPCOM Q V! t '� +c` ;; "��3�� 0Do Nelson Skew eljt2 Ere ITNALELMABTEIOD•N NOTES FDR SPACING) 1 r ' �'•°, � s� Befon ce JVVVAo BuneaFD-2003 00011000ees fir aATE----- ` n.t.s. � it ve $s=VS:$32'r'�` "' aouxc cast,re slD"'ffEefOR GING TYPE & MSM INTERIOR SIDE ,488" 0 A mina d C lb,,,,,.• ..� BID x t•PIVPML. •• putmila ffALfD Rtx4 17 Glazing Adapter ��g. Glazing Depth ., tel►Silicone ITEM D�RIPTION WI11n4iitt��At�NP . ... 1 3116' Annealed 2R � StCaullcing P .090' DuPont SGP Interta3 3/16' Anneated • •913/16 •• • •• '- Laminated Glass 27 .340'° O A Lanai ted Glan b - ! awTEa� _ by Dupont or 3olutla •• INTERN Sial JAiae Types W. R` or "C Cf>ri6 DESCRIPTION •••pOp�, . . SIDELITE/`JAMB ATTACHMENT DETAIL a i/6t' dal,�snted •. • (SEE rGt TY E CORK 2 ,090° DUPont PYO Intertayer 1�RAME ASSEMBLY DETAIL cLAzta� TYPE a6 DtSCRtFvttua 1/4 Round Read UICK Sao 3 t/e• Arme•ted • sm" AccESS eSx �. a 2 3 EXTERIOR SIDE 4 I® .340 0 A Laminated Glass b to e - SILL SEALANT DETAIL GLAZING DETAIL ITEM DESCRIPTION I 1/8' Meat-Strengthened GtasT1 MOTE.NEUDER TO Be�JaLHO SPIRJat Ta SR.! �r � f .r••'"� STR E ®. 2 494° Saftex PV8 InteNn AND tl:t 3 1/8• Meat-Etre thenad Gta$s agar AND At 1va/' TWEAK. f YHRtA1�D ROD V Dl~ INTERIOR SIDE ZN .& N � W mT, 10 Glazing Adapter GlazingSilcane G I G P & E RIP'AlOAI3 KPTN LUG...._. 40 W41 MOWN. ., , 6/10° Laminated 70hki 3/a 9 31 .340 0 A aminated Glass b $O utia - G 88 Iwo Wr 33 Gla n De Lh ITEM DESCRIPTION 16 }TINGE ATTACHMENT r r, (SEE TABLE u/ RE GLAZING TYPO g DESCI 2 I I/8• Ment-Strer+ thened Gloss DETAILS Aam mice 2 .040' Saftex PVB tnter•layer „`• SHED �• LEFT WAND NIHGfr LEnr:Td DOOR Stltf 3 I/8' Neat-Strengthened Gtnae >OlE " 4 1/4• INSULATED AIR SPACE ` 1/4 insulated er:aaa' •`� Air Space w/ 5 1/8• TEMPEN GLASS 1/8' Temp. Gla _ 1 STILE omit" A .340 0 A Laminated Glass b Solu is - f ATTIN,alElet wax WT INSULATED SPAruseal•- Glazing Read may$ S� AND VASNE9 Dura Seat Swinte Spacer ITEM DESCRIPTION BT , 1 00"V4*MOM- PANEL ASSEMBLY DETAIL ' slack • t/4• AIr Space l l" ,' PtlVla. 612-2SH-337 I 116' Meat-Strengthened Bass .vt• Z A90• Dunt SGP interlayer EXTERIOR 3 1/e• Meat-Stye thened Glass _ ACCESS W0.f CLIYEQ ----4 �► 1141 INSULATED AIR SPACE 0 80tTp1 t.EFT.fAtNF • GIN DETAIL I2 5 1/6• TEMPERED GLASS tit %r'eo�iaci0 PLua 414 SHS OR SELIF DRILLING SCREW 414 SNS LF ILLM SCRCWS 9�W WF. C1S SICEL Pig lE8 INTO METAL STRICTURE tNT0 ME74L STRItC�fIRE n--� (SEE NOTE$ roR SPAcpa { (SEE RTES rte SPAt oo 1• �I (60b3•TT13 Mi" t KW EV4 DIST, 0y 12 36 SI HINT �' �HIN EDGE DIST. - tttllE MULL II SIC�, TUBE OR COLUMN TO APPROVED (STEEL IN CONTACT Wt ALLOL MtAtit t1slIDE "Oh TO DE PLATED OR PAINTED} >a 3140 lbUt SHIN TYP 1I4• MAY, SHIH iYP, s t�L•Wlil)� � J2S•- J. 1 114• MR to" my 3i/lb° ELCO TAPCON i!/ c xa Nc-at s gybes----� pLp ►1�ica ria 2ia+l� 5/ib• TAt►CON 4// t 1/2• HIM EMIREM -{Tom' (SEE NOTES FOR SPACING) DGE DISHINGE ASSEMBLY DETAIL T 1 1/E" IIS� fD. IN70 CONC. t TYP tSEE ATJT1rS Fink SPACt1ii 11 . • PRG (CIRIE• TO OE 3 KSI KW 2 x (P.T.} I t®1 >r18 NSR AFD-624-2 Mit 4'•�t'•:' '�i.I v•w�r A•K OD NI1TICK a r ►► . pj•.� • :rtZ SEE M. ,.•a,. :o..s v. . • ��, i} �., j� �� Revision Nates: .• aN°�.�.�-a'.y r . '�` �•` F ®:, Revised to comply w/ FK2064 -11161850LA WSON 1 8501 W Wth $t. s Revised to comply w/ F�2007 & add®d MEI>l.tY, F=ft 33168 . q ., --^^--� ._ f/4" taG11L (305) 696-WW SdlPTYP. Insulated Class a1jr�/Io AHMMand Mult-Point Look 01/27/11 AfAN&FACMRd'R OP QVA"TY ALOMIXvAf WINDOWS AND l Revised to coni w 2010 FOC = ' s e, Ply ® oaav+Ctotar Farad c(Atar Prad d?aMgerytt/Medt4 Jttau t ^•"' a F NOA APPROVAL IMPACT "IMN Det D 9Y 6 Rtt6 o page "LaPorte" Imp act� French Out-Swing Door Nelson ;r»za 4ji tTItDVAt INSTALlAT�N !lEtatt$MAY APPLY in., <.+ proton 6yF batt tvh rG Dl FRANC JAMtR+ E sea �I �� 'g�. Neisofa iirazo 01 20 12 CTYP,> ... sta[t: A N net e. Far( umMr: dsra"et*dr Alean6n: F'0--2003Novi"!� DATE----- ' - � �� MT �"" 3.5 ,..., • • STEEI" T T .aT �� •••••• •••• • •: A75 Am .4" 606:00 TOP, �+ .986 �-�-^�-� • 0000• :•••: X750° MOD Ke 1 .bsi••• •• • •9 0• ! 1 1 �.. >�9 ,� --f 908 � .074 .iP7 • • QUARTER ROUND • • TWO-POWIAMDOW AN � 001/10 I 6 PAS. HINGE s ••'• i MD awfoo 090*:9 4® AMMS GU ,fit'-sem► L�: ••• • :••••: .fir-1 .119 .7 .706 �---4.07 —� L250 I &031 � �'�"�' •109 .06A Psi .124 11 HINB$ U 0 T mxW, 1.7 0 o7S Q i i.590 .d70 5o 4.54D Pon UWK om raw SILL nun mx 4 ANGw� on .mss #L-M i D_s LONG 908 T �""I.73 1.750 063 Nq�,T1 AC I V �,� ..pper� QUARTP ROUND LOCK ACTIVE 1QCKIPAS$?vE (1/4") READ f.P50 #L-►81m 1- 1401 07P =214 .Pia 0.1" i F OR •. •• ® HALT��IAiiD ;—kl 4.+�0 4= �w � Tulm ;3 �° �2 PAM EdUI�TIN 8 RAIL ADAPMJAMB ADAPTER D7P .3A0 • 904 ��1'9 � .1Y11 •9 �f 4.346 5t? 51 SIDBLITS PANEL. ALUMUM PLATE 1`11YOWAL Al MW . Ir LONG D rll "A;10� 75 Doe #HC-008 X10' 1.45 MM 0976 can a Te�FteSt+o .PD 1640 D18 S pAN$L 'P1DP 8 ._.-..r.... ' 4,065 . ._.� t PAM ' roo�s vsl 7 0° 1� RAu. 3 tis auas VRAM two s Pun _ Q #L—spa-06 Q ewelss AMID. 1 ALL A IN {NC110B 6A ehs- "A".10m 75 Dam $. BOB UWATION AT WT 1 OF 6 FOR t 'Tiw PD 1640 D-W &WW O.G. JIM WACING AND LOC MNS fw r Q. ummm em 9 °Je M.0 0" TF=4= P ,..•,� A 10016 PS! 766.0 IN" "mmimmm P D•7* 000% e ibe>�ti�► e pppanWW8114. -: A NO L7. t r.. �,.•.p,LJ x'"818 ZVI�Ol� REFER TO DETAIL "&1" AT SHEET D 3 s0' 6 a e, �eoTTal FOR ADDITI>�t. IMES Ai1e LINITAT . i ._� _ � � 3i - 't' y♦ t l• ` •� ON ,tom �.4 p. " . { _"' -M.. �4: { `,Y y '9®"RS''' Y e `s s•''Y'J 6;' �y. �Yio*v raw1 LA WS1 il. N► moi. - :' .•i,�M1 ��I to r w/ tWO� ds added MEDLEY, f lel 33165 i STEEL BUL STLEt, i 1 Ogee 01/m/10E {�5) x-8660 i ' a. t y; ft�b-Asst Wo #1/87'/11 W At4r W &V 0 ,oma sr :TUL � - w to aasps7.J 010 srso �mW ► Optional Multi—Point Locks ��:,�s �; �� ' i .. > r O F �w 4 �+,► ear e OPTIONAL + 88.0 .• p` Ie a1 �� "La Porte" ImtpacC French Out-Swing Door 46 TTIO-POINT LOCK Active Lock a L INACT{Yi •PA _ ~:a ,•'r)'' ° [LOCK #HC-050 . ASHLAND aV►110-STACTS ASS SWII0-STPAS4 1Q 1► m DOW on-Q01 .�.. :n � .11) } A a� ora. 78.0 pef DPj HANDLE 3 TRUISET Mau & TRiifsE . l�l�,�� 'agto 01 1$ Pat `•' Ienrgt�a►E"ore" ASHLAND aV�tA�-A Alp a A.t.t. fD2W3 Y" 0000 ' 0000•• 0000 • • •00000 •• •• •••:•• 0000•• • • s • 0000 0000•• • • c•••• • • •00000 0 0. 0000 • • • • 00•9000 •• 00 •• • • •••••• 000090 • : • • • • • • • •0000: • • • 0000 P DRAWM RS, !IEW IWAMa aao�pe f1w .. 11.p lip I mtvwr dillwill d FORM 405-10 " FLQRIPA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method ProjectName: APARTMENT BUILDING Builder Name: Street: 1329 NE 105 ST Permit Office: City,State,Zip: MIAMI SHORES,FL,33138- Permit Number. Owner. Jurisdiction: 231000 Deso Location: FL,Miami FSingle uction or existing E)ds ing(Projects 9. Walt Types(4272.0 sgft.) Insulation Area y or multiple family iMulti-family a•Concr�Bl ck-Int Insul,Exterior R=4.1 3152.00 ft' b.Interior Block,Interior R�.0 1120.00 ft'units,If multiple family 1 c.WA R- W 4. Number of Bedrooms 6 d.N/A R- ftp 5. Is this a worst case? No 10.Ceiling Types(1940.0 sgft.) Insulation Area a.Under Attic(Vented) R=30.0 1940.00 ft' 6. Conditioned floor area above grade{fl'j 3880 b.WA R= fN Conditioned floor area below grade(ft) 0 c.N/A R- ft' 11.Duds R fe 7. VVIndows(810.6 sgft.) Description Area 2 additional duct system(s) 6 75 a. U-Factor: Dbl,U=0.87 810.561t2 b.Sup: UNIT 18,Ret:UNIT IS,AH:UNIT 18 6 125 SHGC: SHGC=0.50 m Sup:UNIT 2A,Ret:UNIT 2A,AH:UNIT 2A (see detail b. U-Factor. N/A W 12.Cooling systems kStulhr Efficiency SHGC: a.Central Unit 24.0 SEER:18.00 b.Central Unit 36.0 SEER:18.00 c. U-Factor. N/A fe 2 additional doling systerns (see details) SHGC: 13.Heating systems kBtu/hr Eifidency d. U-Factor. WA fN a.Electric Strip Heat 17.0 COP:1.00 Ste: b.Electric Strip Heat 34.1 COPA.00 Area Weighted Average Overhang Depth: 2.917 ft. 2 additional heating systems (am deteils) Area Weighted Average SHGC: 0,5W 14.Hot water systems 8. Floor Types (3880.0 sgft.) Insulation Area a.Electric Cap:20 gallon EF:0.9200 a.Fir Over Other Space R-10.0 1940.00 fe b. Conservation features b.Slab-On-Grade Edge Insulation R=0.0 1940.00 ft= None c.N/A R= fP 15.Credits None GWWFI=Area: 0.209 Total Proposed Modified Loads: 86.69 PASS Total Standard Reference Loads: 108.87 I hereby certify that the plans and specifications covered by Review of the pians and 02, STq f� this calculation are in compliance with the Florida Energy speolfications covered by this _ ©o Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: 3�! -- - - _ ---_ _-..= Before coratnxZw is completed DATE: this buil will be Inspected for compliance with Section 5W.: 8 • 1 hereby certify that this building,as designed,is in compliance Florida Statutes. with the Florida Energy Code. �CaD WE' OWNER/AGENT:-_ _-_._. _ �_ BUILDING OFFICIAL: DATE: -- >�f--��- -- -_ - ---- -- DATE: -•--- -1-.-r-• •- •- •----- --- --- - Compliance requires completion of a Florida Air Barrier and Insulation IneNctO dhitclaid :•: ..• • .•. . ... • • • • • • • • • • ... . ••. • 5/271201311:29 AM E=WGauge®USA-FlaRes2010 Section 405'4YConpli**oto- Page 1 of 6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PROJECT TdI6: t APARTMENT BUILDING Bedrooms: 6 Address Type: Street Address Bylkk4Type: User Conditioned Area: 3880 Lot 0 Owner. i Total Stories: 2 Block/SubDivWon: #of4its: 1 Worst Case: NO PlatBook- BuWer ftme: Rotate Angle: 0 Street: 1329 NE 105 ST Permit Office: Cross Ventilation: County: Miami-Dade Jurisdiction: 23100 Whole House Fan: City,State,Zip: MIAMI SHORES, Family Type: Muki-family FL, 33138- New/Existing: Existing(Projected) Comment: CLIMATE rN IECC Design Temp Int Design Temp Heating Design Daily Temp esign Low TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Miami FL MIAMI_INTL, 0.P 1 51 90 70 75 149.5 56 Low BLOCKS Name Area volume 1 Block1 829 6632 2 Block2 1111 8888 3 Block3 829 6632 4 Bkck4 1111 8888 SPACES Number Name Area Volume Kitchen Occupants Bedrooms IrrfilID Finished Cooled Heated 1 UNIT 1A 829 6632 Yes 2 1 1 Yes Yes Yes 2 UNIT 1B 1111 8888 No 3 2 1 Yes Yes Yes 3 UNIT 2A 829 6632 No 2 1 1 Yes Yes Yes 4 UNIT 28 1111 8888 No 3 2 1 Yee Yes Yes FLOORS _ # Floor Type Space Perimeter Perimeter R-Value Area Joist R Value Tile Wood Carpet T 1 Slab-On-Grade Edge Insulatio UNIT 1A 120 It 0 829 ft' .w 1 0 0 2 Slab-Ort-Grade Edge Insulatio UNIT 16 139 ft 0 1111 ft' -_-_ 1 0 0 3 Floor Over Other Space UNIT 2A ___. — 829 ft2 10 1 0 0 4 Floor Over Other Space UNIT 215 — __._ 1111 ft' 10 1 0 0 ROOF Roof Gable Root• ••$ojpr. . S& . .f-mitt Emitt Deck Pitch 1 Fiat Gravel 1947 ft' 82 ft' Medium • 0.7E: : : fro: • 0.9 No 10 4.8 ATTIC # Type Ventilation Vent Ratio(1 in;*: ;Area • FbS• •IRCC: 1 NO attic Vented 300 x'840 fP••• IN 000 N• ••• • • • • ••• • • 5/27/201311:29 AM ErrergyGewee USA-Fwtes2010 Section 405.4:1 c4mpu4t$ ►arra ; ; Page 2 of 6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CEILING # r Calling Type _ Space -R.Value_�.-_...__Area _ --Framing Frac- - ___...Truss Type -- 1=+-- Under Attic(Vented) --- -i--UNIT 2A 30 829 ft2 0.11 Wood �2 Under Attic(Vented) UNIT 2B 30 1111 ftp 0.11 Wood WALLS � / Adjacent Cavity Width Height Sheathing Framing Solar Below .---_-----__.5R-Value_--ft-._1n______Fi__ is ._.___...Anes-----RzVaka�_-):rertioa__Absor__rrada 1 E Exterior Concrete Block-Int Insul UNIT 1A 4.0999 25 1 8 200.7 ftp 0 0.75 0 J 2 S Exterior Concrete Block-Int Insul UNIT 1A 4.0999 35 8 280.0 ft' 0 0.75 0 t/ 3 W Exterior Concrete Block-Int Insul UNIT 1A 4.0999 15 6 8 124.0 ft' 0 0.75 0 _V 4 W Exterior Concrete Block-Int Insul UNIT 1A 4.0999 7 3 8 58.0 it' 0 0.75 0 1.1 5 N Exterior Concrete Block-int Insul UNIT 1A 4.0999 5 1 8 40.7 ft' 0 0.75 0 .,,/6 E Exterior Concrete Block-Int Insul UNIT 1B 4.0999 34 6 8 276.0 ftp 0 0.75 0 V 7 N Exterior Concrete Block-Int Insul UNIT IS 4.0999 35 8 280.0 f t2 0 0.75 0 S/8 W Exterior Concrete Sloc k-Int Insul UNIT 18 4.0999 15 6 8 124.0 ft= 0 0.75 0 ✓ 9 W Exterior Concrete Slack-Int Insul UNIT 18 4.0999 19 8 152.0 fe 0 0.75 0 _ 10 S Exterior Concrete Black-Int Insul UNIT 1 B 4.0999 5 1 8 40.71t2 0 0.75 0 11 E Exterior Concrete Block-Int Insul UNIT 2A 4.0999 25 1 8 200.7 IF 0 0.75 0 _/12 S Exterior Concrete Block-Int Insul UNIT 2A 4.0999 35 8 280.0 it' 0 0.75 0 L.,_13 W Exterior Concrete Block-Int Insul UNIT 2A 4.0899 15 6 8 124.0 ftp 0 0.75 0 14 W Exterior Concrete Block-Int Insul UNIT 2A 4.0999 7 3 8 58.0 fe 0 0.75 0 +� 15 N Exterior Concrete Block-Int Insul UNIT 2A 4.0999 5 1 8 40.7 ftp 0 0.75 0 16 E Exterior Concrete Block-Int Insul UNIT 28 4.0999 34 6 8 276.0 ft= 0 0.75 0 17 N Exterior Concrete Block-Int Insul UNIT 28 4.0999 35 8 280.0 ft' 0 0.75 0 i 18 W Exterior Concrete Block-int Insul UNIT 2S 4.0999 15 6 8 124.0 ft' 0 0.75 0 v 19 W Exterior Concrete Block-Int Insul UNIT 2S 4.0999 19 8 152.0 fts 0 0.75 0 r/ 20 S Exterior Concrete Block-Int Insul UNIT 2B 4.0999 5 1 8 40.7112 0 0.75 0 �21 N UNIT 1B Interior Block UNIT 1A 0 35 8 280.0 fe 0 0 0.75 0 /22 S UNIT 1A Interior Block UNIT 1B 0 35 8 280.0 ft2 0 0 0.75 0 y 23 N UNIT 2S Interior Block UNIT 2A 0 35 8 280.0 ft' 0 0 0.75 0 1/.24 S UNIT 2A Interior Block UNIT 28 0 35 a 280.0 ft* 0 0 0.75 0 DOORS # omt ter Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Wool UNIT 1A None 0.460000 3 6 8 20 ft2 y 2 S Wood UNIT IS Norte 0.460000 3 6 8 20 ft' 1/ 3 N Wood UNIT 2A None 0.460000 3 6 8 20 fe 4 S Wood UNIT 28 None 0.460000 3 6 8 20 ft2 5 W Wood UNIT 1A None 0.460000 2 8 6 8 16.66666 A W Wrueri cuarIR annpe' eR $ : .d• R R 1RRRRaR _ 8 W Wood UNIT 2B None• ®..46F00• 4 4 2 •g. 6 8 16.66666 9 N Wood UNIT 1B Norree e8.%60&b a f • •8 6 8 16.66666 5/27201311:29 AAA EnergyGauge4i USA-Fla tnMI0 Section 405.441 C"* �aewmt ledwarb Page 3 of 6 WINDOWS Orientation shown le the entered orientation. r Wall Overhang V . Omt ID Frame Partes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 E 1 Metal Double(Tinted) Yes 0.87 0.5 19.5 ft' 2 ft 6 in 10 ft 0 in Drapes/blinds None 2 E 1 Metal Double(Tinted) Yes 0.87 0.5 9.8 fe 2 ft 6 in 10 ft 0 in DrapearVinds None --✓ 3 S 2 Metal Double(Tinted) Yes 0.87 0.5 29.3 W 2 ft 6 In 10 ft 0 in Drapes/blinds None y 4 S 2 Metal Double(Tinted) Yes 0.87 0.5 53.3 W 2 ft 6 in 10 ft 0 In Drapesiblinds None 5 W 3 Metal Double(ruled) Yes 0.87 0.5 53.3 ft2 2 ft 6 in 10 ft 0 in Drapes/blinds None d 6 W 4 Metal Double(Tinted) Yes 0.87 0.5 5.0 W 2 ft 6 in 1 ft 4 in Drapes/blinds None 7 E 6 Metal Double(Tinted) Yes 0.87 0.5 29.3 ft° 2 ft 6 In 10 ft 0 in Dr /blinds None 8 E 6 Metol Double(Tinted) Yes 0.87 0.5 19.5 ft' 2 ft 6 In 10 ft 0 in Drapes/blinds None 9 E 6 Metal Double(Tinted) Yes 0.87 0.5 19.5 ft2 2 It 6 In 10 ft 0 in Drapes/bUnds None .� 10 N 7 Metal Double(Tinted) Yes 0.87 0.5 29.3 ft2 2 ft 6 in 10 It 0 In Drams None r/ 11 N 7 Metal Double(Tinted) Yes 0.87 0.5 53.3 W 2 ft 6 In 10 ft 0 In DrapestbUnds None 12 W 8 Metal Double(Tinted) Yes 0.87 0.5 53.3 ft' 2 ft 6 In 10 It 0 in Dropeslblinds None f 13 W 9 Metal Double(Tinted) Yes 0.87 0.5 25.7 W 7 ft 7 in 1 It 4 In DmpesibUnds None ✓ 14 W 9 Metal Double(Tinted) Yes 0.87 0.5 5.0 ftp 7 It 7 in 1 It 4 In Drapes/blinds None .i 15 E 11 Metal Double(Tinted) Yes 0.87 0.5 19.5 ft' 2 ft 6 in 1 It 4 in Drapeslblinds None 16 E 11 Metal Double(Tinted) Yes 0.87 0.5 9.8 ft2 2 ft 6 in 1 ft 4 in Drapestbiinds None 17 S 12 Metal Double(Tinted) Yes 0.87 0.5 29.3 fe 2 ft 6 In 1 ft 4 In DrapesJblinds Norte c/ 18 S 12 Metal Double(Tinted) Yes 0.87 0.5 53.3 f12 2 it 6 In 1 ft 4 in Drapeslblinds None Y 19 W 13 Metal Double(Tinted) Yes 0.87 0.5 53.3 fe 2 ft 6 in 1 ft 4 in Drapes/blinds None •� 20 W 14 Metal Double(Tinted) Yes 0.87 0.5 5.0 fe 7 ft 7 in 2 ft 0 in Drapeslblinds None 21 E 16 Metal Double(Tinted) Yes 0.87 0.5 29.3 fl? 2 It 6 In 1 It 4 in Drapes/blinds None 22 E 16 Metal Double Mntod) Yes 0.87 0.5 19.5 fF 2 it 6 In 1 It 4 in Drapeslblinds None 23 E 16 Metal Double(Tinted) Yes 0.87 0.5 19.5 fe 2 ft 6 in 1 It 4 in Drapos/bUnds None 24 N 17 Metal Double(Tinted) Yes 0.87 0.5 29.3 fts 2 It 8 in 1 ft 4 in Drapes/blinds None 25 N 17 Metal Double(Tinted) Yes 0.87 0.5 53.3 ft' 2 ft 6 in 1 ft 4 in DmpnMlnds None 26 W 18 Metal Double( anted) Yes 0.87 0.5 53.3 fN 2 ft 6 in 1 ft 4 in DrapesRdMs None 27 W 19 Metal Double(Tinted) Yes 0.87 0.5 25.7 fe 7 It 7 In 1 ft 4 in Drapeslblinds None 28 W 19 Metal Double(Tinted) Yes 0.87 0.5 5.0 W 7 ft 7 in 1 ft 4 in Drapes/blinds None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 I Wholehouse Best Guess 0:000500 5088.6 279.36 525.37 0.4247 9.8363 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Duds 1 Electric Strip Heat None COP:1 17 k8tu/hr 1 sys#1 a� 2 &n4� +t.% i i •VnnA r op•1 M 1 kFthdhr 7 QWQ*7 4 toCtric"AW : :.: O.tone COR 1 34.1 kBtWhr 4 sys#4 5127/201311:29 Ar :Er4gyG4#W*USA-FW%382010 Section 405.4.1 Cornpilent Software Page 4 of 6 • •• •• • • • •• •• ••• 0 • • ••• • • COOLING SYSTEM ,_ _# r System Type — Subtype - Efficiency- Capacity- - --Air Flow SHR Block Duds ✓ 1. Central Unit Split SEER:18 24 kBtuthr 720 dm 0.75 1 sys#1 y 2 Central Unit Spilt SEER:18 36 kBhdhr 1080 dm 0.75 2 sys#2 _ 3 Central Unit Split SEER:18 24 kBtuthr 720 dm 0.75 3 sy9#3 4 Central Unit Split SEER:18 36 kBtu/hr 1080 dm 0.75 4 sys#4 HOT WATER SYSTEM # System Type SubType_ Location EF Cap— - - Use SetPnt Conservation 1 Electric None UNIT 1A 0.92 20 gal 90 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft DUCTS ---Supply---- --Return---- Air CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handier C1i118'125 OUT ON RLF Heat Cool 1 UNIT 1A 6 75 f11 UNIT 1A 25 ft' Default Leakage UNIT 1A dm (Default) 1 1 2 UNIT 1B 6 125 fts UNIT 18 45 ft' Default Leakage UNIT 1B dm (Default) 2 2 PI 3 UNIT 2A 6 75111 UNIT 2A 25 f11 Default Leakage UNIT 2A dm (Default) 3 3 4 UNIT 28 6 125 ft' UNIT 2B 45 111 Default Leakage UNIT 2B dm (Default) 4 4 TEMPERATURES Programable Thermostat N Cell ft Fars: Cooling Jan Feb Mar Apr May Jun Jul Aug Oct Nov Doc VHeaft wbn§ Jen FebebMar Dec A May Jun Jul Aug Sep Oct C Nov 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 78 78 78— 78 78 Cooling(WEH) PQM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(1iVD) PM 68 68 68 68 68 68 68 68 68 6688 68 68 Heating(WEH) PQM 68 68 688 688 68 68 68 6688 68 88 68 68 68 688 68 • • • 5/271201311.29/�A •� � ..� .E USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 • • • • • • • • • • ••• • • • ••• • • FORM 405-10 Florida Code Compliance Checklist f Florida Department of Business and Professional Regulations - Residential Whole Building Performance Method ADDRESS: 1329 NE 105 ST PERMIT#: MIAMI SHORES, FL, 33138- MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) ; CHECK Air leakage 402.4 To be caulked, Basketed,weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283.Windows and f doors=0.30 cfnVsq.ft.Testing or visual inspection required. Fireplaces: gasketed doors&outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Themwstat& 403.1 At least one thermostat shall be provided for each separate heating and contras cooling system.Where forced-air furnace is primary system, V programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts,air handlers,filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers,shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducks. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric)or shutoff(gas). Circulating system pipes insulated to=R-2 +accessible manual OFF switch. Mechanical ' 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level No make-up air from attics,crawispaces,garages or outdoors adjacent i to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP)of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas I and heated pools must have vapor-retardant covers or a liquid cover or �/ other means proven to reduce heat loss except if 70%of heat from site-recovered energy. Of/timer switch required. Gas heaters minimum thermal efficiency--78%(82%after 4/16/13). Heat pump pool heaters minimum COP=4.0. Coainglfieating. ••. 403.6 . . Suing calculation performed&attached. Minimum efficiencies per • •• •i • i i i i• 4''`—awn wvm Py v1 nvaul iy%-OPcR.uy I c4uu w OuPal otts aya�tan 1 . 00: • v&dable capacity system. Electric heat>10kW must be divided into two •• ••,• • 810 more stages. Ceiings/k dee will 40q.2a1•0 . R J 9 space permitting. . . 0. . . • ... L. 000 0 51271201311:29 AIIfl : r i•i iErre�g` yOaK000 USA-FlaRe92010 Section 405.4.1 Compliant SOflNrere. Page 8 of 8 • •• •• • • • •• •• 7 ENERGY PERFORMANCE LEVEL (EPL) r - � DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance index,the more efficient the home. 1329 NE 105 ST, MIAMI SHORES, FL, 33138- 1. Now construction or existing Existing(Projects 9. Wall Types Insulation Area 2. Single family or multiple family Multi-familya.Concrete Block-Int Insul,Exterior R=4.1 3152.00 fe b.Interior Block,Interior R=0.0 1120.00 W 3. Number of units,If multi family 1 c.WA R= iP 4. Number of Bedrooms 6 d.NIA R= fe 5. is this a worst case? No 10.Calling Types Insulation . Area a.Under Attic(Vented) R=30.0 1940.00 ft= 6. Conditioned floor area(W) 3880 b.WA R= ft2 7. Windows*" Description Area c.WA R= fe Ducts R IV a. U-Factol,U=0.87 810.56 fP 11 r. tb2 additional duct systems) 6 75 SHGC: SHGC=0.50 b.Sup: UNIT 18,Ret:UNIT 18,AH:UNIT 18 6 125 b. U-Fedor. WA fe c.Sup:UNIT 2A.Ret:UNIT 2A,AH:UNIT 2A (see detail SHGC: 12.Cooling systems k8tulhr Efficiency c. U-Factor. WA ft' a.Central Unit 24.0 SEER-.18.00 SHGC: b.Central Unit 36.0 SEER:18.00 d. U-Factor: WA fN 2 additional cooling systems (see details) 13.Hoeft systems kBtu/hr Efficiency SHGC: a.Electric Strip Heat 17.0 COP:1.00 Area Weighted Average Overhang Depth: 2.917 ft. b.Electric Strip Heat 34.1 COP:1.00 Area Weighted average SHGC: 0.500 2 additional heating systems (see details) 8. Floor Types Insulation Area 14.Hot water systems gyp.20 gallons a.Floor Over Other Spaces R=10.0 1940.00 fe a.Electric EF:0.92 b.Slab-On-Grads Edge Insulation R=0.0 1940.00!tz b. Conservation features c.WA R= ft' None 15.Credits None I certify that this home has compiled 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. �y a„ry £ �� ¢., Builder Signature: Date: v 4 a Address of New Home: City/FL Zip: wrs,�`' *Note: This is not a Building Energy Rating. If your Index is below 70,your home may qualify for energy efficient mora a(E Iu m �0W n a Florida migy%, a onh=me the Eneroa�e HotlineHosie at(321)_ nova r fiarruui rd r r r watr, cry n,t:o cne rioriaa esus n mmtsslon'S U Pori staff. •• • • • • ••• • •• ••• •• • • • •• **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. . ••• . ... • . • • i•• i ��i,"• USA-FIaR�2010 Section 405.4.1 Compliant Software ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ti ASHRAt HANDBOOK 2004 FUNDAMENTALS VOLUME, Unit#1A CHAPTER 26 COOLING LOAD CALCULATIONS: Apartment SMIng 1329 NE 105 ST AREA: 87.8 SQ— FT-MIAMI SHORES,FLORIDA 33138 DATE: 08/27/13 COOLING LOAD CALCULATIONS: SUMMARY PER ACCA MANUAL"J" CONDITIONS: INSULATION: 91 FDS,79 FWB,OUTSIDE WALLS R-4.1 76 FDS,5080%RH,INSIDE ROOF R-W TRANSMISSION: COOLING LOAD, BTUH SENSIBLE LATENT WALLS: Q=AREWU(THER.COEFF.)'Tdeq Q= 703.4 x 3.5 2462 Q= 280 x 1.2 338 DOORS: 01% 36.68 x 8.6 315 ROOF Q= 829 x 2.5 2073 SOLAR (SINGLE CLEAR GLASS) GLASS Q= AREA FACTOR(OSF'SH.COEFF.) N Q= 0 X 22 0 S Q= 82.6 X 35 2891 W Q= 58.3 X 80 3498 E an 29.3 X s0 1758 INTERNAL HEAT GAIN: PEOPLE Q=#PEOPLE'FACTOR SEN. Q= 2 x 300 800 DAT. Q= 2 x 230 460 POWER QgAREA'FACTOR(APPL) Qm 829 x 3 2467 TRANSMISSION: O=OPEOPLE'CFM'T.DIFF.'FACTOR) SEN. Q. 2 15 1s 1.08 486 Q=OPEOPLE'CFM'T.DIFF.'FACTOR) 1020 LAT. Om 2 15 so 0.66 DUCT HEAT GAIN: 0=FACTOR(R-6)'D.LG/100 •• ••• ple• • 14 • •I= 75 100 1280 •. .: ••: $EI$SSI$A TOTAL 18166 6930 GRAD TOTAL(SEN.+LATENT)= 26 • ••• • ••• •0 0• • • • • • • • • • • • • ••• • ••• • •• • • • • ••• • • Manual J:sm • • • • • • R-Wo"H4 L.4-0 • i Page 1 •• •• ••• ••• ••• ••• •• •• •• • " ASHRAE HANDBOOK,2004 FUNDAMENTALS VOLUME, Unit#1A CHAPTER 26 COOLING LOAD CALCULATIONS: HEATM6 LOAD CALCULATIONS: CONDITIONS: 70FDB,INSIDE HEATING LOAD,KW 47FDB,OUTSIDE HEATING: TRANSMISSION: QRAREA FACTOR(U FACT.'TEMP DIFF.) GLASS: an 170.2 X 29 4938 WALLS: Qa 703.4 X 4 2814 ROOF: Qa 829 X 0.9 746 VENTILATION: QmFACTOR'CFM'T.DIFFJFACTOR (-)INTERNAL HEAT GAIN(LPA) SENSIBLE: Qa 1.08 800 0.4 23 - 460 7489 HUM LOAD Q=FACTOR'SKWCFM Qa 0.67 10 800 0.4 2144 DUCT HEAT LOSS Q=FACTOR(R-8)'D.LG/100 Q= 1.4 1200 75 ! 1000 126 TOTAL 18128 OR 5.32 EQUIPMENT SI ING: BASED ON THE COOLING AND HEATING LOAD CALCS. USE ONE 2TON AIC UNITS 25,800 STUN TOTAL/19,300 STUH SENS.825 CFM(SEER-18)(108.24•%) RHEEM RASL-025JEC CONDENSING UNIT AND RHPN-HM2421/RCSN-H2421 AIR HANDLER WITH STRIP HEATERS 5 KW CESAR M.CANO A.I.A. ARCHITECTURE&PLANNING PHONE:305-740-7929 REGISTWM0V f o,•e4V9••• r i ••• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • ••• • • • • ••• • • Manual J:ft.;-:d* • • • • • • ReamsHaat Lava ar�iFieit i Page 2 • •• •• • • • •• •• 000 0 0 • 000 0 0 i t " ASHRA HANDBOOK 2004 FUNDAMENTALS VOLUME, Unit#18 CHAPTER 28 COOLING LOAD CALCULATIONS: ApatdtM9 Bull tri 1329 NE 105 ST AREA: 1,111 SQ.FT. MIAMI SHORES,FLORIDA 33138 DATE: 45127/13 COCIUNO LOAD CALCULATHM: SUMMARY PER ACOA MANUAL"J" CONDITIONS: INSULATION: 91 FOB,79 FWB,OUTSIDE WALLS R-4.1 76 FDS,5080%RH,INSIDE ROOF R4V TRANSMISSION: COOLING LOAD. BTUH SENSIBLE LATENT WALLS: Q-AREA'U(THER.COEFF-rTdeq Q= 872.7 x 3.8 3054 Q" 280 x 1.2 336 DOORS: Q. $3.32 x 8.8 459 ROOF Q" 1111 x 2.5 2778 SOLAR (SINGLE CLEAR GLASS) GLASS Q= AREWFACTOR(OSPSH.COEFF.) N Qm 92.6 x 22 1817 S Qa 0 x 35 0 W Q= 84 x 60 5040 E Qm 08.3 x 6o 4099 INTERNAL HEAT GAIN: PEOPLE 0=0PEOPLE"FACTOR SEN. 0= 3 X 300 900 LAT. Q. 3 X 230 690 POWER Q-AREA`FACTOR(APPL.) Q= 1111 x 3 3333 TRANSMISSION: Q-#PEOPLE'CFM-T.DIFF.•FACTOR) SEN. Q- 3 18 18 1.08 729 Q-OPEOPLE`CFM-T.DIFF.-FACTOR) LAT. Q- 3 15 50 0.68 1530 DUCT HEAT GAIN: Q=FACTOR(R-8pD.LG/100 Qa1.4 1200 125 100 •o'floeei i i ••• i i •�• nvtvnkwAvr v�.,wa�u�a.� SENSIBLE TOTAL 24644 i • i i i �3 • LATENT TOTAL ••• ••i ••i ••� i i ••• GRAND TOTAL(SEN.+LATENT)= 34267 • • • • • • • • • • • • ••• • ••• • ••• • • • • ••• • • Maras J:691 Edlflon • • • • • • • • Resider"Heat Loss and Heat Gain Cawodon Page 3 i i • i i�i i i • i • •• •• • • • •• •• ••• • • • ••• • • J � ASHRAE HANDBOOK.2004 FUNDAMENTALS VOLUME, Unit#1 B CHAPTER 26 COOLING LOAD CALCULATIONS: HEATING LOAD CALCULATIONS: CONDITIONS: 70FDB,INSIDE HEATING LOAD,KW 47FDB,OUTSIDE HEATING: TRANSMISSION: Q=ARWFACTOR(U FACT.'TEMP DIFF.) GLASS: Q= 234.9 X 29 6812 WALLS: Q= 872.7 X 4 3491 ROOF: Q= 1111 X 0.9 1000 VENTILATION: Q=FACTOR•CFM'T.DIFF./FACTOR (-)INTERNAL HEAT GAIN(L.P.A.) SENSIBLE: 0= 1.08 1200 0.4 23 - 690 11233 HUM LOAD Q=FACTOR•SHD'CFM Q= 0.67 10 1200 0.4 3216 DUCT HEAT LOSS Q=FACTOR(R-8)•D.LG/100 Q= 1.4 1200 128 ! 1000 210 TOTAL 25752 OR 7.55 EQUIPMENT SIZING: BASED ON THE COOLING AND HEATING LOAD CALCS. USE ONE 3TON A/C UNITS 38,500 BTUH TOTAL/27,900 STUH SENS.1125 CFM(SEER-18)(113.21%) RHEEM RASL-025JEC CONDENSING UNIT AND RHPN-HM2421/RCSN-H2421 AIR HANDLER WITH STRIP HEATERS 10 KW At-�- - CESAR M.CAW A.I.A. ARCHITECTURE&PLANNING PHONE:305-740-7929 REGISTRATION No.4829 •• ••• • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • ••• • ••• • Mamud J:8tfi Edi • • • • • • • • Rs tidal Heat Loss and Heat Gain C lc dation Page 4 • • • • • • • • • • ••• • • • ••• • • ` ASHRAM HANDBOOK,2004 FUNDAMENTALS VOLUME, Unit NA CHAPTER 26 COOLING LOAD CALCULATIONS: AparlvrMt BuWkV 1329 NE 105 ST AREA: 629 SQ.FT. MIAMI SHORES,FLORIDA 33136 DATE: 05127/13 COOLING LOAD CALCULATIONS: SUMMARY PER RCCA MANUAL"J" CONDITIONS: INSULATION: 91 FDB,79 FWB,OUTSIDE WALLS R-4.1 76 FDS,50-80%RH,INSIDE ROOF R-30 TRANSMISSION: COOLING LOAD. BTUH SENSIBLE LATENT WALLS: Q=AREA•U(THER.COEFF.)'Tdeq Q= 703.4 x 3.5 2462 Q= 280 X 1.2 336 DOORS: Q. 36.86 x 8.6 315 ROOF Q= 829 X 2.5 2073 SOLAR (SINGLE CLEAR GLASS) GLASS Q- AREA-FACTOR(OSF•SH.COEFF.) N (i= 0 x 22 0 S Q= 82.6 X 35 2891 W Q= 58.3 X 80 3498 E Q= 29.3 x so 1758 INTERNAL HEAT GAIN: PEOPLE Q+#PEOPLE•FACTOR SEN. Q= 2 x 300 800 LAT. Q= 2 x 230 460 POWER O=AREA•FACTOR(APPL.) Q= 829 X 3 2487 TRANSMISSION: O-OPEOPLE`CFWT.DIFF.`FACTOR) SEN. Q= 2 1s 1b 1.08 486 Q=#PEOPLE-CFWT.DIFF.-FACTOR) 1020 LAT. Q= 2 15 50 0.68 DUCT HEAT GAIN: Cl=FACTOR(R-6)•D.LG/100 = 1.4 1200 7b 100 1280 •• ••• • • • • • •• u+i uv rnti. vet{�ro�xaw��aL..) • • • • • • • • • SENSIBLE TOTAL 18188 •• •i •• i i•i •• LATENT TOTAL ••• ••i ••i ••• i i ••• GRAND TOTAL(SEN.+LATENT)- 26095 • ••• • ••• • • • • • • • • • • • • • • ••• • ••• • • •• • • • • ••• • • • • • • • • • • 0.4erpiel J:8th Edition • • • ••• • • • RoWdmW Heat Loss and Heat Gain CalcuMm Page 5 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 t ASHRAM HANDBOOK.2104 FUNDAMENTALS VOLUME, Unit#2A CHAPTER 26 COOLING LOAD CALCULATIONS: HEATM LOAD CALCULATIONS: CONDITIONS: 70FDB,INSIDE HEATING LOAD,KW 47FDB,OUTSIDE MATING: TRANSMISSION: OQAREA•FACTOR(U FACT.-TEMP DIFF.) GLASS: Q= 170.2 X 29 4936 WALLS: Q= 703.4 X 4 2814 ROOF: Q= 829 X 0.9 746 VENTILATION: QmFACTOR•CFM•T.DIFF./FACTOR (-)INTERNAL HEAT GAIN(L.P.A.) SENSIBLE: 0= 1.08 800 0.4 23 - 480 7489 HUM LOAD Q=FACTOR•SHD•CFM Q= 0.87 10 800 0.4 2144 DUCT HEAT LOSS Q=FACTOR(R-8)'DIG1100 0= 1.4 1200 75 1 1000 126 TOTAL 18128 OR 5.32 EQUIPMENT SING: BASED ON THE COOLING AND HEATING LOAD CALCS. USE ONE 2TON A/C UNITS 25,800 STUN TOTAL/19,300 BTUH SENS.825 CFM(SEER-18)(106.24%) RHEEM RASL-025JEC CONDENSING UNIT AND RHPN-HM2421/RCSN-H2421 AIR HANDLER WITH STRIP HEATERS 5 KW asit — vw"M.CANO A.I.A. ARCHITECTURE&PLANNING PHONE:305-740-7929 REGISTRATION No.4929 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • • • ••• • ••• • ••• • • • • ••• • • Manual J:8th EdiHat • • • • • • • • Residerltlai fleet Lass and Hest Gain Calculetiat Page 6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ASHRAE HANDBOOK.2004 FUNDAMENTALS VOLUME, Unit#28 CHAPTER 26 COOLING LOAD CALCULATIONS: ApatbriM BUff ft 1329 NE 105 ST AREA: 1.111 SQ.FT. MIAMI SHORES,FLORIDA 33138 DATE: 05127/13 COOLING LOAD CALCULATIONS: SUMMARY PER ACCA MANUAL"J" CONDITIONS: INSULATION: 91 FOB,79 FWS,OUTSIDE WALLS R-4.1 76 FDB,50-80%RH,INSIDE ROOF R-30 TRANSMISSION: COOLING LOAD. BTUH SENSIBLE LATENT WALLS: Q=AREA"U(THER.COEFFJ'Tdeq Q= 872.7 X 3.5 3054 On 280 X 1.2 336 DOORS: Q= 38.86 X 8.6 315 ROOF Q= 1111 X 2.5 2778 SOLAR (SINGLE CLEAR GLASS) GLASS Q= AREA•FACTOR(OSF•SH.COEFF.) N (2= 82.6 X 22 1817 S Q= 0 X 35 0 W Q= 84 X 60 5040 E Q. 68.3 X 60 4098 INTERNAL HEAT GAIN: PEOPLE O-SPEOPLE'FACTOR SEN. Q= 3 X 300 900 LAT. Q= 3 X 230 690 POWER 0=AREA'FACTOR(APPL.) Q= 1111 X 3 3333 TRANSMISSION: Q=#PEOPLE'CFM"T.DIFF.•FACTOR) SEN. Q= 3 15 15 1.08 729 Q-#PEOPLE•CFM-T.DIFF.-FACTOR) 1530 LAT. Q= 3 18 50 0.88 DUCT HEAT GAIN: Q=FACTOR(R-6)-D.LG1100 pp�� 1.4 1200 125 100 2100 •• ••• • • • • • •• u^i uv a rr%,i vn tow roZr uuvoaatc� • • • • • • • • • SENSIBLE TOTAL 24$00 •• •i ••PTi i•i •• LATENT TOTAL • • • • • • • • • .. ... .. . . . .. GRAND TOTAL(SEN.+LATENT)= 34071 • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • ••• • • • • • • Manual J:8th Editlon i •••i i i•i Res� w t►dal Heat Lose and Heat Gate Ced �tlat Page 7 • • • • • • • • • • • •• •• • • •••• ••• •• ••• • • • • • � a � ASHRAE HANDBOOK 2004 FUNDAMENTALS VOLUME. Unit#2B CHAPTER 28 COOLING LOAD CALCULATIONS: HEATING LOAD CALCULATIONS: CONDITIONS: 70FDB,INSIDE HEATING LOAD,KW 47FDB,OUTSIDE HEATING: TRANSMISSION: Q=AREA-FACTOR(U FACT.-TEMP DIFF.) GLASS: CIO 234.9 X 29 8812 WALLS: Qm 872.7 X 4 3491 ROOF: Q. 1111 X 0.9 1000 VENTILATION: QeFACTOR-CFM-T.DIFFJFACTOR (-)INTERNAL HEAT GAIN(L.PA.) SENSIBLE: Q0 1.08 1200 0.4 23 - 690 11233 HUM LOAD QmFACTOR-SHD-CFM Q= 0.87 10 1200 0.4 3218 DUCT HEAT LOSS Q-FACTOR(R-S)-O.LGH 00 0= 1.4 1200 125 1 1000 210 TOTAL 26752 OR 7.55 EQUIPIMENT SWNG: BASED ON THE COOLING AND HEATING LOAD CALCS. USE ONE 3TON A/C UNITS 38,500 STUN TOTAL!27,800 STUH SENS.1125 CFM(SEER-18)(113.88%) RHEEM RASL-025JEC CONDENSING UNIT AND RHPN-HM2421/RCSN-H2421 AIR HANDLER WITH STRIP HEATERS 10 KW CE5AR M.CANO A.I.A. ARCHITECTURE&PLANNING PHONE:305-740-7929 REGISTRATION No.4929 •• ••• •• • • • •• • • e 0 ••• �� • • Manuel J:8th Edition Reskleftal Haat Lose and Heat Gain cawu at m Page 8 e • • • • • a•• • • • • • • • • • • • • 000 • eZU4 f. eAgd4l PC Florida Reg. # 68447 6385 NW 43rd Terrace, Coconut geek, Fl. 33073 Ph: 954-803-8968 - Fax: 954-586-3601 Cover Sheet Structural Calculations Project: Alum. Railings and Balconies for: 1329 NE 105th Street Miami Shores, FL 33138 Customer: Espazio Design, Corp. Designer: Cesar 1. Castillo, PE Florida Reg. # 68447 CESAR I. CASULLO,PE Consulting Engineer 6385 NW 43rd Terrace Coconut Creek,FL 33073 Phone:954-803-8968 Codes and Specifications: Florida Reg.#68447 .. •.• . . • . . •• ' " " " " FBC 2010 . . "' ' ' ' " ASCE 7-10 ... ADM - 2010 f • • ' ' ACI 318-08 . . ... . ... . ... . . . . ... . . 0% . . ... . . CA4" f. C a&j P.E. r - Florida Ry.#68447 6385 NW 43rd Terrace,Coconut Creek,FL 33073 Ph:954-803-8968 - Fax:954-586-3601 Rallina 6 Balcony Replacement Oeslan Crltsda&Applicable Codes: Codes: FBC 2010 ASCE 7-10 ADM-2010 ALUMINUM RAILINGS 1 TYPICAL POST Load= 0.200 kips Aluminum 6061-T6 Height-- 42 in SQ 2'x2"x0.1875" Post Distance= 48 in A= 1.359 in' Then M= 8.40 kips-in SX-- 0.752 in Fy= 35.00 ksi Sr- 0.752 in3 Fa= 19.00 ksi Fb= 19.00 ksi fa= 0.147 ksi fb= 11.17 ksi 0.147 + 11.170 19.00 19.00 = 0.5 < 1 o.k. Then use: SQ 2"x2"x0.1875" 2 HORIZONTAL RAIL P= 0.200 kips Aluminum 6061-T6 Load= 0.05 kips/ft Alum.Dixie Cap+RT 2x1"x0.125" Load= 0.0042 kips/in A= 1.410 in3 L span= 48 in Sx= 0.440 W Fy- 35.00 ksi Sy-- 0.660 in3 Fb= 19.00 ksi CESAR 1. a 2.1 Horizontal checking: Consultin,* i'Mi2h, ;•i M,= WXL'/8= 1.200 kips-in 6385 NW 43rd i'ecrarC Ma= PxU4= 2.400 kips-in Coconut Creek,FL 33073 M= 2.400 kips-in Phone:954-803-8968 Florida Reg.#68447 Then Sri r= 2.400 0.126 ins .. ••. • . . - - , . • . , . .• .z�19.00 . .. . . . . ... . •.• •.i �.i �.• i S'y�.� 0.126 in- < 0.660 in o.k. . ... 0.126 . = 0.191 < 1 o.k. . .660• • • • . . . . . . . . . . . . . . . . . . . . . .. .. . . . .. .. Florida Reg.0 68447 6385 NW 43rd Terrace,Coconut Creek,FL 33073 Ph:954803.8968 - Fax:954586-3601 2.2 Vertical checking: M,= WxL2/8= 1.200 kips-in M2= PxU4= 2.400 kips-in M= 2.400 kips-in Then Srqr= 2.400 = 0.126 in3 18.00 Sx= 0.126 ln3 < 0.440 W o.k. 0'126 _ 0.287 < 1 o.k. 0.440 Then use: Aluminum 6061 T6 Alum.Dixie Cap+RT 2"x1"x0.125" 3 CHECKING CONCRETE EMBEDMENT FOR POSTS L= 42.00 in M= 4.00 in G= 4.00 in P= 200 lbs Pc= 6000 psi (epoxy grout) a= (m/3)*(2m+3L)/(m+2L) a= 2.03 in P2= (g2*PU(m*(2*a-m)) Pea 3401 lbs 131= P2-P P,= 3201 ¢s= 0.75 do= 3.00 in Vu= }*7*(a/do)^(0.2)(do"I'C)"(0.5)*(G)"(1.5) Vu= 5212 lbs Vu > 1.6132 5212 > 5121 o.k. Drill 0 3"x 4"depth.Fill with non-shrink grout. 4 CHECKING SOLID SA.BAR 314"x 314"-HANDRAIL WALL BRACKET CESAR I. CASTILLO,PE Load= 0.2 kips Aluminum 6061-T6 Consulting Engineer L= 1.50 in AL SO 3/4"Solid 6385 NW 43rd Terrace M= 0.30 ldps4n A= 0.580 in' Coconut Creek,.FL 33073 Fy- 35.00 ksi Sx= 0.070 in3 Phone:954-803-8968 +• ••• • • • • ;b=•• 12.00 ksi Florida Reg.#68447 ••• Z�� •i •.•S;-i 0400.300 = 0.025 in3 12.00 Then try with: SO Alum.Solid liar 314" i 0:4 i i• •�.SIAL0 0.025 in3 < 0.070 in3 o.k. *rhqnusf: : 8th A1urL tolid Bar 314" r . . . . . . . . . . . .. .. . . . .. .. . . ... . . u � , t - &444 CAA&D, P.CO Florida Reg.#88447 6385 NW 43rd Terrace,Coconut Creek,FL 33073 Ph:9544M03.8968 - Fax:954.586-3601 5 CHECKING HANDRAIL BRACKET CONNECTION AT CONCRETE WALL M= 0.30 kips-in H= 2.00 in n= 4 ea Tapcons per plate T=C= 0.150 kips Per each plate T= 0.075 kips Per each tepcon V= 0.200 kips Per each plate V= 0.050 kips Per each tapcon C6-- 2.0 in Space between bolts dz= 3.0 in Minimum distance for full capacity d,/d2= 67% Use 67%of full capacity Use(4)0 I/4"Hiki K Con 2(min.embed 1-3/4'j-See attached NOA Ru= 0.312 kips Tension at full capacity Ru= 0.297 kips Shear at full capacity Tension: T= 0.075 kips < 0.208 kips o.k. Shear. V= 0.050 kips < 0.198 kips o.k. Check biaxial stress: 0.075 + 0.050 = 0.613 < 1 o.k. 0.208 0.198 Then use(4)0114"(1314"min.embed)Hilt)Kwik Con 2 CESAR 1. ('A' , Consulting Erwir:::c-r 6385 NW 43rd'Terrace •• ••• •• Coconut Creek,FL 33073 • . . Phone:954-803-8968 • •• ..• .• Florida Reg.#68447 . . .. . . . . . .. ... .. . . .. . ... . ... . . V: . . . . . . . . ... . . . ... . . Florida Reg.0 68447 ' 7681 Belmonte Blvd.Margate,FL 33063 Ph:954803400 - Fac 954796.2940 BALCONY DECK Codes: FBC 2007 ASCE 7-05 NDS 2005 1 CHECKING LOAD COMBINATIONS L= 40 psf D= 10 psf W= 0 psf 1. 1.2D+1.6L= 76.00 psf 2 CHECKING WOOD DECK WITH 2"X4"SYP Load= 76.00 psf S.Y.P 2x4 Load= 0.002 k4Wn A= 5.25 W L= 36 in Sx= 1.31 In" Sy-- 3.06 ins Ft= 0.83 ksi Fc= 1.65 ksf Fb= 1.5 ksf M= WxL218 0.30 kips-in Vertical checking: Then Srqr- 300 = 0.20 eye 1.5 Sx= 0.20 Ins < 1.31 in' 0.20 = 0.15 < 1 0.k. 1.31 Then use: S.Y.P 2x4(Installed horizontally) 3 CHECKING 2"X4"SYP BLOCK SUPPORTS A 36" Load= 76.00 psf S.Y.P 2x4 Load= 0.019 kipsAn A= 5.25 ins L= 30 in Sx= 3.06 ins Sr 1.31 ins Ft= 0.83 ksi Fc= 1.65 ksi Fb= 1.5 ksi M= .. .W48 . . .2.14; s-in CESAR I. CASTILLO,PE Consulting Engineer •' 6385 NW 43rd Terrace "' " ' ' ' '• Coconut Creek,FL 33073 Phone:954-803-8968 • 0:6 •.. 0 0 Florida Rea.#68447 ... . . .. . .. . . Qlv t ... . . . ... . . _ Florida Reg.0 88447 t 7889 Belmonte BhnL Margate,FL 33053 Ph:9548034NM - Fwc 954795.2940 . Vertical checking: Then Srqr= 2.14 = 1.43 in' 1.50 Sx= 1.43 W < 3.06 W 1.43 _ 0.47 < 1 o.k. 3.06 Then use: S.Y.P 2x4 (installed vertically) 4 CHECKING HANGER CONNECTION WITH 2X12 WOOD SUPPORT V= 0.285 kips Try Face mount hanger-USP-JL24 Vag= 0.455 kips V= 0.455 kips > 0.285 kips 0.285 = 0.63 < 1 o.k. 0.455 Then use Face mount hanger-USP-IL24 5 CHECKING CONCRETE WALL CONNECTION WITH HILTI KWIK CON 11 V= 0.285 kips Try (1)51/4"Hilti Kwik Con 11(min.embed 2") Fy= 12.4 kiss (From Hilts data sheet) Shear- 0.297 kips (From Hilts data sheet) n= 0.960 Use: 2 as d,= 18.0 in Space between bolts dz= 2.5 in Minimum distance for fu8 capacity d1/d2= 720% Use 100%of full capacity Fb= 0.297 kips/ea At the bolt at 100%of full capacity Check critical qu at the concrete: qu= 0.285 kips < 0.594 kips o.k. Then use (1)01/4"Hiiti Kwlk Con 0(min.embed 2") @I8" CESAR I. CASTILLO,PE Consulting Engineer •• 00:• .. 6385 NW 43rd Terrace • Coconut Creek,FL 33073 �� • Phone:954-803-8968 .. ... .. . . . .. Florida Rea.#68447 ... . . . . . . . . . . . .. .. ... . .. .. ... . . ... . . Cesar Castillo 0.84 in 1.72 in CG 0.88 in 2.54 in Dixie Cap 2.54 x 1.0 Dimensions Principal Properties Width 2.54 In 12 0.37 inks Height 1.72 in 11 0.83 inA4 Perimeter 31.7 in bry -0.00IrVA4 Geometric Properties Theta 89.7 deg ly 0.83 h4 be 0.37 inA4 ty 0.76 In rX 0.51 In A 1.41 inA2 Sy Right 0.66 e3 •• 000 • • • • • •• Sy Left 0.65 W3 0 i ••i i i i i i Sx Bottom 0.42 WS • •• • • • • ••• • SXTOP 0.44 e3 • • • • • • • • • Centtold Y -2.88 in •• ••• •• a • • • Centrdd X 0.34 in Plastic Propenes Zy 0.96 InA3 • ••• Zx 0.67inA3 • • a '�' •�• ••• PNMY -2.78 in ••• • • • • • • PNPaX 0.33 in ' i i• • •' • • • • • Polar Properties • • ••• • 000 • ip-- - 1.20 e4 rp 0.92 in ••• • • • • ••• • • gal IES ShapeBuilder 4.0 ww9 wAes%ebbo& :' 1 12/02/12 10:56 PM Cesar Castillo 1 00 1 in 1.00 in 0.19 CG 2 in 1 in ww ,v - „„c 2 in SQ Alum 2'x2'x3/1 V' Obvmwwkm Prtnupw Properties Wkfth_ 2 to 12 0.75 InA4 Height 2 in 11 0.75 inA4 Perimeter 14.5 in bty -1.2488.018 inA4 Geometric Pwperdes Theta 0 deg ly 0.75 W4 Ix 0.75 W4 ry 0.74 in rx 0.74 in A 1.35 InA2 Sy Right 0.75 inA3 Sy left 0.75 W3 •• ••• • • • • • •• SX Bottom 0.75 inA3 : : '•: : : : : : ax Top 0.75 W3 • •• • • • • ••• • Centroid Y 0.08 in • ' ' ' ' ' ' ' ' Centrold X -0.40 in Plc Properties Zy 0.83 W3 Zx 0.93 W3 • ••• • ••• • • PNA-Y 0.08 In :•• : : : : ' : : PNA-X -0.40 in • • • • • • • • • Polar proPardss • • ••• • ••• • Ip 1.50 W4 rp 1.05 in ••• • • • • ••• • • r IES ShapeBuilder 4.0 www.iesweb.com .:. :' ': '.' •:• :1)7A25/12 08:42 PMI Cesar Castillo r Q75 in 1.75 in CG 3.50 in 1.75 in 1.50 in SYP 2x4 Wood Block Ihmensions Principal Properties wldlh 1.60 In 12 0.88 W4 Height 3.50 in 11 5.36 kN Perimeter 10 in Ixy 1.66633e-018 IrM Geometric Properties Theta 180 deg ly 0.88 InA4 N 5.36 MA4 ry 0.43 in rx 1.01 In A 5.25 in"2 Sy Right 1.31 inA3 Sy Left 1.31 inA3 ••• •.: i : •�• i i •�• Sx Bottom 3.08 InA3 • • •• • • • • • Sx Top 3.06 inA3 •• •: : i : :•: •• Centroid Y 0.38 In •• ••• •• • • • •• Centrold X -0.26 in Plastic Properties Zy 1.87&N3 Zx 4.58 W3 • ••• • ••• • • PNA-Y 0.38 in :•• PNA-X -0.26 in • • • • • • • • • • Polar Properties • • ••• • ••• • IP_ 6.34 W4 rp 1.10 in ••• • • • • ••• • • IES ShapeBuilder 4.0 www.iesweb.com •:• :' •:• :01 +25/12 01:13 PM HANGERS /CUSP iiii®�STRUCTURAL t - FACE MOUNT Prie JOIST HANGERS . . . . . . . . . . . . . PAGES 87-95 9 O •JL Series ° Light-capacity 20 gauge 2x joist hanger. .•JLIF-TZ Series JL ✓uF7Z S4&W Medium-capacity inverted flangel8 gauge joist hanger. •SUH Series Medium-capacity 16 gauge joist hanger. •JUS Series a Medium-opacity 18 gauge joist hang with slant nailing. •MUS Series ✓US fit4lS Medium-capacity 18 gauge joist hanger with siant nailing. SUS S*W1hr •HUS Series Heavy-capacity 14 or 16 gauge joist hanger with slant nailing. . •HD Series Heavy-capacity 14 gauge inverted flange joist hanger. ' a •HDO Series Heavy-capacity 14 gauge inverted flange joist hanger. HO /too INS TOP MOUNT HANGERS. . . . . . . PAGES 9 6-1 O 1 ��5 •HDO Series " Medium-opacity 12 gauge top mount hanger with uplift capacity. •SW Series Light-capacity welded hang with primer finish. •SWH Series ADO SW S*W Medium-capacity welded hanger with primer finish. • KIM Series Heavy-capacity welded hang with primer finish. •HL Series Light-capacity 18 gauge 2x top mount hanger. ° 0 •JH Series Medium-capacity strap style hanger. KHW AL SLOPE & SKEW HANGERS....PAGES 10 1 -103 •LS Series Light-capacity hanger for slopes of 00 to W down. •SKH Series Light-capacity 450 skewed hanger. ••• •• i •• : °••• •SKHH Series • • • • • • • • • • . • • • • Medium-capacity 450 skewed hanger. •• •028 •• • JIM •• SAW • • • • • • • • • • • • L. • L. • continued on next page 1-800-328-5934•www.USPconnectors.com • • • • • • • • • #00 • 0 0 ••• 0 0 USP2173.1tt FACE MOUNT HANGER • s TMUCTURAL FasWwSc w&ft A eLae�RdsJ f a 1: tbrada Am DF-L I SP USP Steel Fbwr Rod Cc& dolststm Roam. Rd.Na Gaup w H D A Qty, Na Qlp Rd 100% 115% 125% 169% Rd. 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Cesar I. Gastillb POST EMBEDMENT DETAIL ConsuUing Engineer-R.68447 6365 N 4rerraco,Cpc%mu�►�irgeli FL 330 Mum 6Y • • Phone:(954 "0681 k0(9�1)543601� 0, a HILT Kwik Can 11 � 0 DESCRIPTION: t2.� HILTI Kwik Con 11 screws are made of plain carbon steel goNanized to 8 Nm (min.) or stainless steel as shown below, for use with the listed design values: OEM--LOADS: KWIK CON 11 — PHILLIPS FLAT HEAD 1a A111=Koklm rm>3ISIMA Eog� FjoftT N&SM CARBON 29L SCREWS ANCHOR EMBEDMENT CONCRETE 3000 psi C90 CONCRETE BLOCK fy f„ � V--�� HILTI, INC. SIZE DEPTH Tension Shear Tension Shear (ksi) (ksi) 5400 S 122nd E Ave Tulsa, OK 74146 3/16" 1' 119 135 170 175 137 138 3/16" 1-3/4' 264 135 — — 1/4" 1" 161 367 170 314 157 163 KWIK CON 11 — TORX HEX WASHER HEAD 1/4' 1-3/4" 394 367 — — 0 11 .. HILTI KWIK CON it FASTENING STAINLESS STEEL SCREWS SYSTEM FOR CONCRETE ANCHOR EMBEDMENT CONCRETE 3000 psi C90 CONCRETE BLOCK fy f• AND MruNSONRY SIZE DEPTH Tension Shear Tension Shear (ksl) (ksi) ELEMENTS • 000 KWIK CON 11 — TORX FLAT HEAD • 0 0 X16 09:: 1 • et46 169 138 160 157 i 84 REVISION DATE: 3'/16" 1-3/4' •�• 2a�7 169 GATE: DEC Q3 2007 " 0•0 » 6297 170 194 DRAWING: 1326-001—C ••1/4' •01-3/40 • 3�2 297 140 308 SCALE: — • / 9999•• SHEET NO. 1 OF 1 . ••• •• 9999 • • • • •.• •90.06 • ••ac,�IdFRAL NQ]'ES• •�� :••�. •0000• FOR OFFICE USE 0 96�1) Design loads are%obed on ultimate loads divided by 4. NOMINAL SHANK THREAD DIAMETER • 90.2) In,Qr j to ocAf'eWthe design load, a minimum edge distance of 1-1/2' for 7. • 0 " DIAMETER DIAMETER MAJOR ROOT � 3f ifi 4 scre+�, 'bt,n 2-1/2 for 1/4 0 screw shall be observed. + �-::-• • " " (in.) (in.) (in.) - ,t *Des*, 3) M Ifj''Tum spoc�g08f� screw shall be 2 in concrete and 3 in concrete blocks in L r: order Eo ochieft the design foods. 4) SeWInstallation shall be made in accordance with Hilti's published installation 3/16" 0.170 0.217 0.145 instructions in the Product Technical Guide. " 5) Available screw lengths are 1-1/4', 1-3/4', 2-1/4", 2-3/4", 3-1/4' and 4". 1/4 0.224 0.283 0.190 FY Miami Shores Village Clot- Building Department 1,�� `1 �, 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tei:(305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 111j— t-M FBC 20 ,UELDIING Permit No. PERMIT APPLICATION Master Permit N . Permit Type: ROOFING JOB ADDRESS: M-9 9 IVC City: Miami Shores County: Miami Dade Zip: ?3/33y Folio/Parcel#: Is the Building Historically Designated:Yes NO rc Flood Zone: OWNER:Name(Fee Simple Titleholder): G A B r a New@ rC L C phone#: 786- *49 3- yt10� Address: 1074 ME /19 34. City: 3/aet7.v& Aura —State: f"/. Zip: 33/6/ Tenant/Ussee Name: Phoma; Email: CONTRACTOR:Company Name: G to t t,c / Phone#: 3�1'S-1 X13•BsG ? Address: /aS Y 10 Iyl W a-4 J4 &A C*• /O-7 City: .04.-2/ State: F f• Zip: 3.3/?.% Qualifier Name: C r i b iVe l G 6 S 4,w 3 C; Phone#: S-743 8 Sri 3 State Certification or Registration#: C ret C./S qX 0/6)/ Certificate of Competency#• Contact Phone#: 34 r- -VS 63 Email Address; 9 e t� z N� Gi►S a fj/w t a 6•rr/d�1..�a •� DESIGNER:Architect/Engineer: C-e t Z e OW- C%A-a p}mn ; 30 S-T 414-1'9 4 786-2.61-537 Value of Work for this Permit:$ S'?-7 S 0.0.3• Squara l uaar Footage of Work 49419 SP• Type of Work: OAddition ®Alteration ONew ®Repair/Replace ODemolition Description of Work A&*1-4 l.+ai 14:^I A(%ft4rt w/B" c PA w (-%%w , IU* serce..4 %V-." htrw iZ•i.s`(��y�a,..r i, ecru/d mei �.nccll` a:ls ce�•.o.v s. •t•c. , c(,i a-4 , to w4 L m o r.�r a•.J p a..�w�r•..� :•, �-c�-�r. Color thru We: Submittal Fee —Permit Fee$ ,1. 0 CCF$_ CO/CC$ Scanning Fee$ G -C��Radon Fee$GET- r--7c t DBPR$ Bond$ • �_ Notary$ 92 Traioing/Edumdon Flee'$ 1 • -�n►Technology Fee$ Double Feu'$ StradmW Review$ `'f b.C� c�C1��J •('f� . Ew -CO TOTAL FEE NOW DUE$ • S6� �► 02 E. �S€� r &coding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not beapproved reinspection fee will be charged Signature Signature 19;PW44 Owner or Agent Contractor The fore . instrument was acknowledged before me this-f&f The foregoing instrument was acknowledged before me this. day of 20 14,by oto AA&r--CNiJMp day of ;rim ,20 L4,by &Asy4ec C+ &-y&pd. who is t►ersonally known to me or who has produ ►nrnru!/ who is personallyknown to me or who has �_ C ✓w,� °°° /�j/ As identification and aq ''i as identification a**" th. NOTARY PUBLIC: a�G2s'20� NOTARY PUBLIC: `� ? ori.�M2a� .• Sign: % Sign: ¢ #EE860600 Q Print' • Print- C, My Commission Expires: 1 �P/ Qgnrn►►►►�° My Commission Expires: APPROVED BY t Plans Examiner LW �d Zoning Structural Review Clerk (Revised 3/1=012XRevised 07/10WXRevlsed Ob✓lo/MXRevised 3/15/09) ��.. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A$30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. ✓ COPY OF QUALIFIER'S STATE LIC CARD B. / COPY OF LOCAL BUSINESS TAX RECEIPT C. ! COPY OF LIABILITY INSURANCE(CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. V COPY OF WORKERS COMPENSATION 03THER CERTIFIME OR EXEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE(CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE(EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES,FL 33158 COMPLETE CONTRACTOR'S INFORMATION BUSINESSNAME: G.aS& "S (UPTCa 75WHOILrA LLC. BUSINESS ADDRESS: 10 S q 4 N w a.6 S l .s4e arjy 1 rho t i STATE Ff• ZIP CODE BUSINESS PHONE:( --"TS9 SS 6 9 FAX NUMBER(T86 '39 7- Cg a f CELL PHONE( Js ) 30'3-X :T63 QUALIFIER'S NAME: (501 R'e-f QUALIFIER'S LIC NUMBER: G e C fS d-Q f?1 E-MAIL ADDRESS OF APPLICABLE): �z s��c c as a b rs�r ca.�v:IdetS. Ke•�. Ctdd on 3999 BY IIR.DV/RV 100 ALDV STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD • e GENERAL CONTRACTOR J�• Named below IS CERTIFIED Under the prosr 489 FS. Expiration datef�U" _l AS� S 'r... ... - .. .1. r CASA B ABUER .:LLC i 10540 Nl2V6 3'T1 ITE G-407 DOR, F FL 3317 . VIVA 1`181I0A.514 RICK SCOTT ISSUED. 03/19/2013 SEQ# L1303190000593 KEN LAWSON GOVERNOR DISPLAY AS REQUIRED BY LAW SECRETARY 001763 _. Local Business Tax -Receipt Miami-Dade County,State of Florida THIS ISNOTA Bim.-DO NOT PAY 6951751 10540 NW as STc o ? !=vMm!Iamof DORAL FI.33172 uairta rm am to-County Coda , Chapter 8A-Am 9 8e'1l1 OWN®R 0 OEM tYPE OF BUBWESS PAYMENT RRCEMED CASA BLANCA BUILDERS LLC 196 GENERAL BUILDING CONTRACTOR BY TAX COLLECTOR Workers) 3 CGC1520181 $45.00 08/02/2013 CREDITCARD-13-004643 Tile Local Boalo a Tax Rocl 000nrmii, I oldie Local Bodo=Tax.miho Is ant a Bc , parmR, Ora Ho certlRcsBoa of the l s quaRfi .to do baeix�es lder it once any goceramenml or regulatorl,fawn sod re*dw mm witch q*to tie bushm Tie RECEIPT N9.abor ' be �eploW on all commercial vebi�e-Wand-Bach Code Sec Be-+278. f�'�ore Jtdomrmioa.iib SEE OTHER SIDE ''r 1 '4 CERTIFICATE OF LIABILITY INSURANCE 02/27114YYY► THIS CERTIFICATE 18 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFER NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(8t AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER IMPORTANT: 0 the cerMicats holler ban ADDITIONU BHStRtED,the poky0es)must be endomed H SUBROGATION IS WANED,subject th the terms and condftm of the policy,certain poles may require an andoreenveft A stdonent on this certiftele does not confer rW is to the cerUfteft holder In dw of such mss). PRODUCER %&ACT MARTA ALONSO Florida Bankers huumnoe -W78 7278 SW 8 Sbvel IINIP @Rmdxlrrt Mkdrni,FL 33144 IMIRIRERN AFFORDMICOVERAGE um s Ptiom 93 Fax -0679 gip A; FEDERATED NATIONAL INSURANCE CO DMIRED CASA BLANCA BUILDERS LLC IMSURVt C: 10540 NW 26 TH SUITE S G-107 P. M wd,FL 33172 305 tt WAIRM F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:- TI-HS UMBER:THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMSADDL KISS . 1 TYPE OF INSURANCE am imm POLICY NUMBER Lam GENERAL LIABUM EACH OCCURRENCE 1000 000.00 ® COMMERCIAL GENERAL LIABILITY Ea 00murencs) $ 100,000.00 A O Fl CLAIMSMADE ® � N G -05-M—d 01 o2i20/201 02 15 ,Fw EXP a 5,000.00 PERSONAL a ADV INJURY s 1,0 ,000.00 ❑ GENERAL AGGREGATE i 2,000,000.00 GEN'L AGGREGATE LIMIT APPLES PER: PRODUCTS-COMPADP AGG S 2,000,0IX1.00 © POLICY ❑ M ❑ LOC $ AUT0901111,111 LIABILITY SIN D SINGLE LIMIT ❑ ANYAUTO SODILYINJURY(Pwpm w) $ ❑ ALL OWNED DULED AUT ❑ AUTOS BODILY INJURY(Pm t) i ❑ HIRED AUTOS ❑ A NON-OWNED $ a ❑ tIMB�J A LIAB —]OCCUR EACH OCCURRENCE i ❑ EXCESS LIAR ❑CLAIMS-MADE AGGREGATE i 11 DED El RETENTION VMS COMPENSATION WC STA AND EMPLOYERS•LIABWTY YIN Y ANY PROPRETORIPARYNERADX-C�E ELL EACH ACCIDENT $ OFFICERIMEMSER EXCLUDED? N I A rc�yyee�� In ❑ E.L.DISEASE-EA EMPLOYE $ under DESORPTION OF OPERATIONS below E.L.DISEASE-POLICY LMT $ DE TIOrr CF OPERAT I LOCAT I V IAneah ACORD 101,Adder Rmea CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED PODS BE CANCELLED BEFORE MIAMI SHORES VILLAGE BLDG DEPT THE EXPAMATION DATE THEREOF,NOTICE WB.L BE DELIVERED IN 10050 NE 2nd AVE ACCORDANCE WITH THE POLICY PROVISIONS. MIAMI SHORES,FL 33138 AUTHDRIZEDR33PRESENTAIM ®19N-2010 ACORD CORPORATION. AN rights mserveol. ACORD 25(2010105)OF The ACORD rmm and logo are regb6mml n rks of ACORD JEFF ATWATER STATE OF FLORIDA CIS FAL OFFICER DEPARTLIt W OF FINANCIAL.SERVICES DIVISWN OF WORKERS'COMPENSATION w CF•RT WATE-OFM" A TORE T FRMFtORi{DA WOMWW - - MN_LAW«w CONSTRUCTI(+t INDUSTRY EXE�iP7I0ri This carom that the Nxovikad Rated below has ekmftd W be exempt frau Fbrft V40ims'COMPW s"w law. EFFECTIVE DATE: 3f2=14 MUMATLON DATE: (- PERSON:[-_---- FEIN: 9C PERSON• �E1BRfEL- FEST: - --/ BUSINESS NAME AND ADDRESS: BLANCA BUILDERS LLC -; 10540 NW 26TH STREET DORAL, FL 33172 SCOpES OF SSS OR TRADE: LICENSED GENERAL. CONTRACTOR Fursumd to pmpMr 40A%14).F.$.,an"MOD t d a amparmon who elects emonpaon from tNe dreg bymv a CoWm a of eleMon under 26 secaon malr not mww berme o► under aO CIN11mr. to t Wff 44Q0k1U F.B..Cwtfttftscf eleoaort tobe eorm-1l-apph adr wiadn Me sOom dam business ortrade ted one*rafted aleatlon to be eaomWL Purmrerd to ampta440.08(13).F.S..mom d eedlon to be arrmW and mftWes of elaallon to be eft shad be sut�eat a roe a oer at anlr t{fnefor ae dare oertlMe no longer meds as re�nerda paean rum on ars aeruftels to meet are"nuke r F m a11Ms secaon. DFS-F24YA252( ICATE OF ELECTION TO IE FST REVISED Q7-12 QUESTK)NS?(86Q}413-1808 r I' Y • 5N°i>�y .... Boost" Miami Shores Village Building Department IARiDp' 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I(We)have been retained by to perform special inspector services under the Florida Building Code at the / 2 II®F A ,S s/ project on the below listed structures as of (date).I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: ❑ SPECIAL INSPECTOR FOR PILING,FBC 1822.1.20(84404.6.1.20) ❑ SPECIAL INSPECTOR FOR TRUSSES>35'LONG OR 6'HIGH 2319.17.2.4.2(R4409.6.17.2.4.2) ❑ SPECIAL INSPECTOR FOR REINFORCED MASONRY,FBC 21224(R4407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS,FBC 2218.2(84408.5.2) IS SPECIAL INSPECTOR FOR SOIL COMPACTION,FBC 1820.3.1(R4404.4.3.1) ❑ SPECIAL INSPECTOR FORST UNITS&ATTACHMENTS,FBC 1927.12(R4405.9.12) SPECIAL INSPECTOR FOR PW-r-e- /Zc.�Z Note:Only the marked boxes apply. The gorn'g individuals)employed by this firm or me are authorized resentatives to perform inspection 'If%lClil�. Y. G til��bhl.!J 0 /17 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program;successful completion of the NCEES Fundamental Examination;or registration as building inspector or general contractor. 1, (we)will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. I,(we)understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code,must be performed by the County.The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department.Further,upon completion of 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 my knowledge,belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Signed and Sealed Engineer/Ar. ect Name �n Address Ci�!.moi`�� 3 �✓ 7 DATE: 3 Phone No.7VC Created on 6/10/2009 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND `^ PROFESSIONAtREGULATION CGC1520181 {SSU : 08/28/2014 CERTIFIED GE RAL CONTRACT-OR CASTANO,GAS"L . CASA BLANCA;I LDERS LL+ IS CERTIFIED under the provisions of Ch.489 FS. Expiration date:'AUG 31,2016 L140826=482 2915 details- Business Tax Account CASA BLANCA BUILDERS LLC -TaxSys-Mia... Page 1 of 1 m da&.GOVt iam! Tax Collector Home Search Reports Shopping Cart Please do not Include any special characters in the name,address,and e-mail field such as#,&,hyphens,comma, dashes. We have moved.Our new address Is: 200 NW 2nd Ave,Miami,FL 33128 The information contained herein does not constitute a title search or property ownership. 2015 Dftft— Business Tax Account#6951751 Iff Account details Account history 2015 2014 2013 -1 2012 Paid Paid Paid Paid Account number: 6951751 Owner(sy CASA BLANCA BUILDERS LLC Business start date: 02/01/2012 10540 NW 26 ST G107 Business address: CASA BLANCA BUILDERS LLC DORAL,FL 33172 10540 NW 26 ST G107 Mailing address: CASA BLANCA BUILDERS LLC DORAL,FL 33172 GABRIEL CASTANO Physical business location: DORAL 10540 NW 26 ST G107 DORAL,FL 33172 1 Print account application (PDF) Paid 2014-09-16$45.00 Contracting 10/01/2014 NAICS code: Receipt#CHEClt21-14-067672 Print GENERAL BUILDING –09/30/2015 2389 this bill CONTRACTOR Units:3 Additional documentation required:CGC1520181 State/County License or Certificate https://www.miamidade.county-taxes.com/pubHc/business tax/accounts/6951751 1/9/2015 as 00 0 0 so so • • • • . • • • SNS • 0 :00 • • Miami Shores Village Lh- • ••• ' :0 *as Building Department IORiDA 10050 N.E.2nd Avenue •• •• ••• •, Miami Shores, Florida 33138 . ' ••' •• • • • • • • Tel: (305) 795.2204 . . . • •• . • , , 0 Fax: (305) 756.8972 •• • • *of . . ••• •• MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I(We)have been retained by to perform special inspector services under the Florida Building Code at the /3,y A147- ACS Si project on the below listed structures as of (date).I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: ❑ SPECIAL INSPECTOR FOR PILING,FBC 1822.1.20(R4404.6.1.20) O SPECIAL INSPECTOR FOR TRUSSES>35'LONG OR 6'HIGH 2319.17.2.4.2(R4409.6.17.2.4.2) ❑ SPECIAL INSPECTOR FOR REINFORCED MASONRY,FBC 2122.4(R4407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS,FBC 2218.2(84408.5.2) Pr SPECIAL INSPECTOR FOR SOIL COMPACTION,FBC 1820.3.1(R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS&ATTACHMENTS,FBC 1927.12(R4405.9.12) N SPECIAL INSPECTOR FOR Note:Only the marked boxes apply. Th following individual(s)employed by this firm or me are authorized reprrentatives to perform inspection 1. z2 z c✓r` 2. IG':✓�-.Y�c s�L�� Ci<J�.y/�J r z 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect, graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program;successful completion of the NCEES Fundamental Examination;or registration as building inspector or general contractor. I,(we)will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. 1, (we)understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code,must be performed by the County.The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department.Further,upon completion of 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 my knowledge,belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Signed and Sealed EngineerlArgh ect Name71 l`'ciz.ul�i�J2�c ,fes L -- __ (n -- - ----d -` Address/23,?a) 33 7'7 DATE: Phone No.; �A6 �/ 3G G Created on 6/1012009 /)4t70i5CSxW i A `l 33175 7 F' 3 7' wW TO: Building Department Official FROM: Fernando Azcue, RE, SI. Structural Engineer, FL Reg. No. 65521 DATE: February 9t', 2015 RE: 1329 NE 105 ST MIAMI SHORES, FL 33138 Building Department Official: This is to confirm that footing WF-16 is 16" wide x 12" deep reinforced with 2#5 bottom continuous. Cover=3". Should you have any questions or need any additional information, please do not hesitate to contact me at 786 3513663. Sincerely, Fernand c , P.E. Lic. No. 65521 S.I. No. 7023770 q CESAR M. CANO A.I.A. a r c h i t e c t CC 4906 Campo Sano Ct. Coral Gables,FL 33146 Phone(305)740 7929 Fax (305)740 7929 Letter Thursday,February 26,2015 To:Village of Miami Shores Building Department 10050 N.E.2^a Ave Miami Shores,FL 33138 Re:1329 NE 105 ST Miami,FL 33138 Permit Number:CC-3-14-508 Dear Sir This letter is to notify that I approved the use of 2x p.t.wood as wood bucks for the installation of the windows using '/4'tapcons with a minimum embedment of 1 '/4"into concrete as per N.O.A specifications. Should you have -any questions,or need additional information,please do not hesitate to contact me. Sincerely Cesar M.Cano Cesar M.Cano A.I.A. State of Florida Registration#4929 Page 1 of 1 r 1/4• TAPCQN W/ 1 1/41ALL VOBD BUCKS ENGI=Kb BEPARATEt Y 014 S"w t V4• MIN,EMBEDMENT INTO CONG "K ETIBERENT wo wwa pT Vag BUM CBEE ELEVA7[ON AT SFEET Ol 4 TD BE REVIEWED 8Y BLDfi•OFFICIAL(117J CSM ELEVATZW AT SNEET#1 t TED td.NSS FOR MAX.FASTENER SPACING) MY VOOD BUCK NOT BY LAVS13N IND. FOR MAX FASTENER SPACDM �' , t 1J8• MCAT SUSTAIN NbOiCED LOADS SSR E 1,L•'r..• Rt +Aj IN?ERIOR yTAPCR�1 VI 1 V4•CHKOH NT INTO CONC... de tE ELEVATION AT MEET E14• r•.d. ,•FOR MAIL FASTENER SPACIN D •N•�• t: 3 4 �p a Nov• .�r. 99 Q •v v.� 4•M •i/4...• �� q `� � B• :,:, 1 vB•NIN EXTERIRt ORAS 1 .;e 1 EDGE DISTANCE PERUEMR CAI0.KMG � jjp t D J DI ::• SILICRIE A#ES1VE EXT.CImOE O EXTERIOR O a ,:••. � a REDOING CRRMW/1D CAWJtI- PERIMETER I•.` PEIMm .62MYED GLASS VDNDDV FRAME VIDTM 014 SJLS.W 1 1/4• 11 NgJL =Y oft o4wim HIT INTO VR». Mom INN3'!'ALLATI N NOTl33: INTBRIOR F� FF CLEVATRUM AT DO L THE WINDOW FRAME FLANGE TO BE DRCK-BEDKB W IMI EXT. GRADE CAULK TKvxuww THE ENTIRE PERIMETER OF FLANGE � 41 ICKMOR W. EST. BY WINDOW INSTALLER CTTP.) C0.tlI it CMA K R THE EXPOSED EXT.PERIMETER OF THE WINDOW FRAM TO QBRE SEALED W Y OTHERS YP.)APPROVED EXTERIOR GRADE t AIR K /^� /� 1 4 B S • SW THE = THAN 3M RIB WINDOWARE @NUf AND Tm 8OC9C tXt �y \/ NARTf)NRY IS ISBS THAN I/B`,SItII�A)��f MQ1nB0. t I } ANN:•HM NOTE: I AtdLt S TO DiL' SMS OR VD. SMEWS INTO WOOD. OR B 1 t N 1/4• TAPCONS er APPI�VED CIBC. FASTENERS INTO CONC. t 1 WITH A MINIMIB! OF I U41 PENETRATION INTO WOOD OR CU.(REFER TO LOAD TABLES AT SHEET 4 OF S FOR $ QUANTITIES R EMMED) LL i� g r 6 N g Ri 4 t 4 Q EXTERIat tDiAtE 2 eN``t IlFI1 tSRBET'fR CatO.KIND 2 1/4' MAX. ee`, SHIM ®CrREVIND ��eA`o®,.N""�•�M�•%'a 7YP aOgtlRR 'odP16 O p••`� .i,.; , •'°•••. . a .,�..a de tato f� ,�, w • d' EXT.GRADE •: y4 sByInaBY WOOD sK 2- Inspection Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-256852 PermitNumber: CC-3-14-508 Scheduled Inspection Date:April 14,2016 Permit Type: Commercial Construction Inspector: Rodriguez,Jorge Inspection Type: Final Building Owner: MARTINELLO(PRESIDENT),CHRISTEL Work Classification: Alteration Job Address:1329 NE 105 Street Miami Shores,FL 33138-2136 Phone Number Parcel Number 1122320270060 Project: <NONE> Contractor: ORONI INC Phone: (305)685-0412 Building Department Comments REPLACE EXISTING PLANTERS W/8"CMW LOW, Infractio Passed Comments REPLACE ALUMINUM SCREEN W/NEW RAILING,NEW INSPECTOR COMMENTS False A HANDRAILS AND GUARDRAILS. RENOVATE KITCHEN, CLOSETS, BATHROOM AND PAINT INTERIOR. Inspector Comments Passed sw_ Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. April 13,2016 For Inspections please call: (305)762-4949 Page 24 of 29 .�,¢M`. 9. .�.^D .,.ap.. ''jj.N J ..`..✓..:i..3 ..+y ,h;0 § ».a� ni A.� S,t;1}i ,.r x S e' ¢'•3 � l•'g � � ,.A^. fi;. '1 3! "�.�l�.:,,)GJ f z*�{, tnx�� ,.#f°s. f� �s� � �, i'• .t 'n .:.�,,� +.,. _ ;�', �� 't �,` ,.•1,��" k :kd� �, y '4 F s ';�'.' -.s.:.a».,o� 3�;?k��A1' �`a;xero.; �-'t�'"1 '� 'ice �.+.,'4.• �r.tl I°! .•.`.".':i'f Kt[,.,r .��,.b��'`"'�^,„.,;;.:.,r� " "� � �''�r k,#nn Certificate of Completion 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 COMMERCIAL CONSTRUCTION Bldg. Permit No. CC-3-14-508 CHARANCE LLC Owner Contractor ORONI INC � A Subdivision/Project N/A Date Issued 04/15/2016 Occupancy Construction Type N/A Load N/A L ' Square Footage 4200 Ocpcupancy N/A T ? . e } Description of INTERIOR AND EXTERIOR RENOVATION Applicable ' Work 2010 FLORIDA BUILDING , Code Mme- 'B Location f t w 1329 NE 105 ST h. Shores, s, FL SNORES t � gin .Y; �•�� !! a- ""'em Building Officials Approval Ismael Naranjo, CBO ~} tkrES 114 10111 F,. W: '§ 214a A .6 �c'. M +F l 'R ,t ;le t"' �d ►� �.. s w,t r ' w . , -:-'r„�tw',aS t� i •. , w, s �. y�A.:a,tv .v'e brow,.,{�'•�,, � 't,"�t Appy+,�A c, ',F,{y .. , ,., ,�S p , t z 39s. Pc+"` r :;t 7�*t'+,�d•Pi.Y!M, �+:,y, 1" !1 ?+ ` ;;», A�jrt^ 4S ...;f,_s.`•`h' u� �i� +` .,Y '�i y tit :nom ��r��CK`� mit°� +�.;�,� S Iyr i?t.. tM�• P 11 PT, . , ECTION RECORD TSIT Permit NO. CC-3-14-508 t1 OREs` _ - - --- - ><< Miami Shores Village Permit Type:Commercial Construction 10050 N.E.2nd Avenue � Miami Shores,FL 33133-0000 work Classification:Alteration E�40" Phone: (305)795-2204 Fax: (305)756-8972 FNTEs,N f' Issue Date: 1/9/2015 FC0RI110)p` Expires: 08/2712016 II 4i INSPECTION REQUESTS: (305)762-4949 or Log on at https://bi(ig.miamishoresvillage.com/cap REQUESTS ARE ACCEPTED DURING 8:30AM-3:30PM FOR THE FOLLO.ViNG BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Commercial Construction Parcel #:1122320270060 k wner's Name:CHRISTEL MARTINELLO(PRESIDENT) Owner's Phone: ob Address: 1329 NE 105 Street Total Square Feet: 4200 Miami Shores F 33138-2136 -- Total Job Valuation: $ 57,760.00 and Number: 2579 � � /,-<v ,,.- :.Y/�,.a,..A�,.;'�l�deulro?v�l,�t,�n!�i✓�ik;»/Gnp .,!F.....r:.:,.ua,.i ,;.;uti ,.... .-,r,,,,;,. ...,,v.n:%N....1 l/+r.,a!F,'lir/G✓�i��nrf.�%:, J.�i/!�iar£l,:n�f�/11F,�i.^ii,;1 , .,..,,,r.,. WORK IS ALLOWED MONDAY THROUGH SATURDAY, --— 7:30AM-6:OOPM.NO WORK IS ALLOWED ON Contractor(s) Phone Primary Contractor SUNDAY OR HOLIDAYS. ORONI INC (305)685-0412 Yes CASA BLANCA BUILDERS LLC (305)303-2563 No BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY NO BUILDING INSPECTIONS DONE ON FRIDAY. { I i 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 i S ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENE�E ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAIILURE 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 ZONINGSTRUCTURAL INSPECTION DATE INSP INSPECTION DATE INSP INSPECTION DATE INSP Foundation Zoning Final Stemwall ZONING COMMENTS Rough Slab Water Service Columns(1st Lift) 2nd Rough Columns(2nd Lift) Top Out Tie Beam Fire Sprinklers Truss/Rafters Septic Tank Roof Sheathing Bucks Sewer Hook-up Roof Drains Windows/Doors Gas Interior Framing INSPECTION jA - DATE INSP LP Tank Insulation Temporary Pole Well Ceiling Grid 30 Da Temporary Y p Y Lawn Sprinklers Drywall Pool Bonding Main Drain Firewall Pool Deck Bonding Pool Piping Wire Lath Pool Wet Niche Backflow Preventor Pool Steel Underground Interceptor Pool Deck Footer Ground Catch Basins Final Pool Slab Condensate Drains Final Fence Wall Rough HRS Final Screen Enclosure Ceiling Rough Driveway Rough PLUMBING COMMENTS Driveway Base Telephone Rough Tin Cap Telephone Final Roof in Progress TV Rough Mop in Progress TV Final Final Roof Cable Rough Shutters Attachment Cable Final Final Shutters Intercom Rough Rails and Guardrails Intercom Final ADA compliance Alarm Rough INSPECTION DATE INSP Alarm Final Underground Pipe 4— DOCUMENTS Fire Alarm Rough Soil Bearing Cert Fire Alarm Final Rough Soil Treatment Cert Service Work With Floor Elevation Survey Ventilation Rough Reinf Unit Mas Cert ELECTRICAL COMMENTS Hood Rough Insulation Certificate Pressure Test Spot Survey Final Hood Final Survey _ Finai Ventilation Truss Certification Final Pool Heater STRUCTURAL COMMENTS Final Vacuum MECHANICAL COMMENTS INSPECTION DATE JINSP Final Sprinkler Final Alarm