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WS-13-2700 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-204427 Permit Number: WS-11-13-2700 Scheduled Inspection Date: December 13,2013 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: ALEXANDER, ROBERT Work Classification: Door Replacement Job Address:10619 NE 10 Court Miami Shores, FL Phone Number (305)495-4450 Parcel Number 1122320280780 Project: <NONE> Contractor: ELEGANT ENTRIES INC Phone: (305)218-5200 Building Department Comments REPLACING 2 EXTERIOR DOORS WITH IMPACT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-203808. Tap cons not per NOA Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. December 13,2013 For Inspections please call: (305)762-4949 Page 21 of 26 Y l Miami Shores Village NOV 2#rz®I Building Department • 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fag:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 FBC 20 BUILDING Permit No. PERMIT APPLICATION Master Permit No. 1 Permit Type: BUILDIN ROOFING JOB ADDRESS: 1%11 �•�•� d0�. City: Miami Shores County: Miami Dade Zip: 33139 Folio/Parcel#: If 2232•"°029 Is the Building Historically Designated:Yes NO �� Flood Zone: E OWNER:Name(Fee Simple Titleho�): � 1 � Q �� Phone#: Address: 106 I Q N� ® C-�-• City: /'®1 `e A vrt A State: F z- Zip: ��t TenantfLessee Name: N Phone#: Email: r o6 CONTRACTOR:Company Name: e 01ANt +T-1 eS Phone#: Address: 5. '. City: A Mo' State• Zip: 331T Qualifier Name: I Phone#: 73CC 2!r- State Certification or Registration#: Certificate of Competency �I� Contact Phone#: 3�0 —2!9�2G� Email Address: � e G t eS i✓ DESIGNER:Architect/Engineen NIA- Phone#: Value of Work for this Permit:$ 4pOW.CP SquamiLinear Footage of Work: 0-11 SCY- 0- Type of Work: OAddition DAlteration ONew MWddPep/R lace ODemolition Description of Work: Ae-e e 4 4 Q e �'�l Color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Tramiag/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ Y 1p 9 � Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not b pr ed and a reinspection fee will be charged Signature Signature Owner or Agent ntractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ,20 /3 by 40650r �/��F--� day of 20[,�,by who is personally known me or who has produced who is personally known to me or who has produced As identification and who did take an oath. - asidentification and who did take an oath. NOTARY PUB NOTARY PUBLIC: Sign: Sign: Print /Z/ lelo&rl Print: lE ERS '°�;'• MARIE ELAINE RODGERS ��'' My Commission Exp.L :i4' My Commission Expire; MY COMMISSION#EE136638 *: *_ MY COMMISSION#F-E136638 + ,,,c EXPIRES January 25,2016 EXPIRES January 25,2016 398-0153 Florid CAm 407)398-0 FIONd9fUo �iw ffiAPPROVED BY � P Examiner Zoning Structural Review Clerk (Revised 3/12f2012)MrAsed 07/10/07)(Revised 0&10nM)(Revised 3/15/09) y e 1 i CTQB Construction Trades Quaf n Board j }a "BUSINESS CERTIFICATE OF COMPETENCY 05BS002004 ELEGANT ENTRIES-_INC D.B.A.: KEELIdGEIFH ' Is certified under the provisions of Chapter 10 of Miami-Dade'County QUALIFYING TRADE(S) 0016 DOOR �re�Defer P.E. N of ft HoNow_ WVWI W.miemitletle.gw/tlgyB�pPmetrt AC013ti ' ETIF�CTE:OFtU4BIL1 s� a--_ :, - +`• ,: 11/12/2013 t PRODUCER TM CERTIFICATE IS+ISSUED AS A MA IM N ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE NESPRAL INSURANCE,INC. HOLDER, THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 2500 SW 107 AVENUE SUITE 36 I MIAMI,FLORIDA 33185 COMPANIES AFFORDING COVERAGE TEL:306-Z17-6417 COMPANY GRANADA INSURANCE COMPANY INSURED ELEGANT ENTRIES,INC COMPANY 12132 SW.101 S7 - MIAMI.FL 33186 COMPANY C COMPANY D •sif •Cp'' k�: � •�' ;.i' .;,.?�- .�G •aH��'(p�,•.i�: :"' �°.f4•h .A .<.. • �,.+�.-. ^'�"• .,-'0�.3 r, THIS IS TO CERTIFY THAT TH6 POLICIES OF INSURANCk LISTED BELOW HAVE SEEN ISST•UE@�D@ TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATE.NOTWMiSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TUB WHICH THIS CERTIFICATE MAYBE 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 CLAIMS. cc LT TYPE OF INSURANCE POLICY NLmBER �OW LIMITS GENERALUABBJTY GENERALAGGREGATE $ 2000.000 A X COlm Cw wamuwuTy 0165FL00042659 01/26/2013 01/26/2014 Pf Omcrs-c0U+mPAGG $ 2 000 000 7CLAWMADE'DOOCUR PERSONAL&ADV immy s 1000,000 OWNERS&CONIRACTOR+SPROT EACH OCCURRENCE s 1000000 FIRE DAMAGE(ArW am*q) $ 100,00D MED EV(Any an yaam) s 5,000 AUTOMOBILE LIABILITY CQMBNaED SU+rGLE UU�AT $ ANY AUTO ALL OWNED AUTOS BODp.Y INJURY $ SCHEDULEDAUTOS HIRED AUTOS BODILY INJURY NON-OWNED AUTOS PROPEITIYDAIAAGE $ QARAGE UAB1L1TY- AUTOONLY-FAACCOEYT $ ANYAUTO OTHER THAN AM ONLY EACH AC=ENT $ AGGREGATE $ i'J(CESS LIABILITY EACH OCCURRENCE_ $ UMBRELLA FORM AGGREGATE $ OTFIERTHANUM9R8J.AFORM $ 1 IORKENS COMPENSATION AND YA;ararU Cltb EMPIAY m uA mury EL EAW ACCMeNT $ 77iE 9 EL MEAN-POLICY UMrr $ ORR(t AM EXq ELDISEASE-EA EMPLOYEE S OTHER onscit"ON OF CANCE"TION;f S"OLgm MY OF THE ABOVE DEWAMD•Poucros BE CAwcoj ED BEFDIM:7m MIAMI SHORES VILLAGE BUILDING DEFT. 06WAMON DATE THEREOF. "no COWANY V&L ENDEAVOR TO MAUL 10059 NE 2 AVENUE 30 DAYS WRit7'6N Ti TO HOLDER NAMED To THE LEFT. MIAMI,FL 33138. BUT FARIETOMAIL IIOOBLISATM ORUABLrrf c OF AUTHORMED A ACORD 253 4 - ®.AC CORPORATION 4s . Local Business Tax Receipt - Miami—Dade County,State of Florida -TW IS NOT A BIU. 00 NOT PAY kL B 5 4129888 Buse "s pmMm o"-mw tascc too. EXPIRES" a=LE;W ENTRIES INC RENEWAL SEPTEMBER 30, 2014 12132 SW 101 ST 4312788` Must be d1spkyW at pace of businm MIAMI FL 33186 Pursuant to county Cola Chapter SA-Art.9&10 OWNER SEC.TYPE OF BUSIMISS PAYMENT MWISIVED ELEGANT ENTRIES 196 SPECIALTY BOLDING CONTRACTOR Iffy T'Ax COLLECToR OBBSO0200 $75.00 09/30/2013 Worker(s) 1 CREDRfARD-13-012622 Tbis Local Bustn�Tex Beei�� of�la>�I Businoas Taw 166 Aee�&eat a tiaoaea. pmt,are cortillood n of:wd ,squaNN to do besiness.Holder oust ow"41010118BY gwmmmW N ke8alatmp hlws anti requiremaffiav 1 motto tbo . The RECEIPT ft ebovs must be dispieW on aN eounul*W"blow-f -Wade tilde See sa-vt For more Information,>dek PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE IMPORTANT IMPORT sTATEOFFI-QRroA �: " c F pursuant to Chapter 440.05041, F.S•, an officer of a corporation who pEPARTilAEidTOFFlNANCIALSERVlcES O elects exemption from this chapter by filing a certificate of election DIVISION OF WORKERS'COMPENSATION compensation under this �TRUCTIGN INDUSTRY L under this section ttuY not recover benefits or camper COMFICATE OF ELECTION TO BE EXEPAPT FROM FLORIDA D chapter. be WORKERS.C;Opp�ISATl41d LAV1 EFFECTIVE-- 01/0512013' N I only within the scope of the business or trade listed on EXPIRATION DATE: 01/04/2015 pusuant to Chapter 440.051121. F•S•. Certificates of election o exempt» apply PERSOIN: KEITH KEELLMQ E the notice of election to be exemPt g5oBO7820 R FEIN: �,Pursuant to Chapter 440.05(13}. F.S.. Notices of election to be exempt BUSINESS NAME AND ADDRESS: and certificates of election to be exempt shall be subject to revoction ELEGANT ENT1ukS INC if, t any lane after the filing of the notice or the issuance of the 12132 SW 101ST STREET certificate, the person named on the malice or certificate no longer masts talAltp, FL 33186 the requirement Of thisa certificate is any time for failureaof the person .on the certificate to meet the requirements of this SCOPE OF BUSINESS OR TRADE 2- SHUTTER INSTALLATa)Pl section' aUESTtONS? (850) 413-1609 1- DOOR INSTALLATION 4. LOCKSMOPI 3, wl"Dow ws'CALLATION f-1 tT 14F_RE R`' '� rw' dt yiF �GL �'st'r Ss 53^� - i^ � `1�§t 5 a �,5 }° '+-�x -•�t'�.•�i' sv 4 �e" ., ,r ti r`�'-+ •5", x *^ `� wa2' '}„`c } gqd ISO � �� r s '�,., ... .. -�. �=Jix Z.N_uei ;�` ap-2.. -�- s, > w,ti.��'�J �1;.• r ?� TYPE pF B a ti PAYM ME i 4 SU=R E(dTRIES I :v SEC ��— ;+ s j BY TAX � 4 a ti. Y aaAi37.50 �144A3 'Yy z'��.�''-�,;�v'`�3 �,,,s.r �'4 rnT^i --r,� .. >.�`'4.z' a �; {?i: :-r•:.: .��yG ��j`'w,s .{.; p MI {f`v� - Y rt; F� y, I1"'Pw, RINI As d u�k!a a zz 90 Formsy�► P�1 *. E "' "° ;<a,.$ t m z judgment and knowledge of local/regional wage scales can provide additional guidance to determine reasonable labor rates for professional trades(i.e. electricians, plumbers, block masons, framing, HVAC). SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE ITEMS TO BE INCLUDED (Please check off each line) ALL STRUCTURAL ELEMENTS INCLUDING: [] Spread or continuous foundation footings and pilings [] Monolithic or other types of concrete slabs [] Bearing walls, tie beams and trusses []Wood or reinforced concrete decking or roofing [] Floors and ceilings [J Attached decks and porches ` [] Interior partition walls [J Exterior wall finishes (e.g., brick, stucco or siding) including painting and decorative moldings 44 Windows and doors [] Re-shingling or re-tiling a roof [] Hardware ALL INTERIOR FINISH ELEMENTS, INCLUDING: []Tiling, linoleum, stone or carpet over sub-flooring [] Bathroom tiling and fixtures []Wall finishes (e.g., drywall, painting, stucco, plaster, paneling, marble or other decorative finishes) [] Kitchen, utility and bathroom cabinets [] Built-in bookcases, cabinets and furniture [] Hardware ALL UTILITY AND SERVICE EQUIPMENT, INCLUDING: [] HVAC equipment [] Repair or reconstruction of plumbing and electrical services [] Light fixtures and ceiling fans [] Security systems [] Built-in kitchen appliances [] Central vacuum systems []Water filtration, conditioning or recirculation systems ALSO: [] Labor and other costs associated with demolishing, removing or altering building components [] Overhead and profit ITEMS TO BE EXCLUDED Plans and specifications Survey costs Permit fees Debris removal, (e.g., removal of debris from building or lot, dumpster rental, transport fees to landfill and landfill tipping fees), clean-up (e.g., dirt and mud removal, building dry out, etc.) Items not considered real property such as: throw rugs (carpeting over finished floors), furniture, refrigerators, appliances which are not built-in, etc. OUTSIDE IMPROVEMENTS, INCLUDING: Landscaping Sidewalks Fences Yard lights Swimming pools\spa Screened pool enclosures Sheds Gazebos Detached structures (incl. garages) Landscape irrigation systems Docks and Davits Seawalls Driveways Decks ITEMS REQUIRED TO EVALUATE YOUR APPLICATION APPLICANT MUST SUBMIT ALL OF THE FOLLOWING (please check off each item): 1. Completed and signed application for substantial damage/improvement review (included in this package). 2. Elevation certificate if property is located above base flood elevation. 3. Property Owner's Substantial Damage or Substantial Improvement Affidavit signed, notarized and dated (included in package). 4. Contractor's Substantial Damage or Substantial Improvement Affidavit signed, notarized and dated (included in package). 5. Estimated Cost of reconstruction/improvement form (included in package) and all required backup. Include subcontractor's bids and itemized cost lists see footnote on Cost Estimate Form). 6. This checklist. 7. Copy of construction contract. If the owner is the contractor, submit all subcontractor bids to document the cost estimate. 1 , 1 SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE APPLICATION FOR SUBSTANTIAL DAMAGE OR SUBSTANTIAL IMPROVEMENT REVIEW Property�ddress: Property Owner's Name: Property Owner's Address: S_Arn f Prope Owner's{ a,Phone Number: r Contractor's Name: 'K J-,)t t, Contractor's S . Address: i L S ►� l® 1 Contractor's Phone Number: Flood Zone BFE Lowest Floor Elevation (Excluding garage or carport) Check one of the following: [] I am attaching a State Certified Appraiser's report, valuing the structure at: I am not attaching a State.Certified Appraiser's report and I accept the use of the valuation of my property that has been recorded by the County Property Appraiser's Office. SIGNATURES: ® 27 >3 Property Owner: Date: ® Contractor: Date: s 6 ." SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE PROPERTY OWNERS SUBSTANTIAL DAMAGE OR SUBSTANTIAL IMPROVEMENT AFFIDAVIT Property Address: Contractor's Name: Property Owner's Name: Property Owner's Address: dI F� L , Property Owner's Phon�� Number. I hereby attest that the list of work and cost estimate submitted with my Substantial Damage or Substantial Improvement Application reflects ALL OF THE WORK TO BE CONDUCTED on the subject structure including all additions, improvements and repairs and, if the work is the result of Substantial Damage, this work will return the structure at least to the"before damage" condition and bring the structure into compliance with all applicable codes. Neither I nor any subcontractor or agent will make any repairs or perform any work on the subject structure other than what has been included in the attached list. I UNDERSTAND THAT I AM SUBJECT TO ENFORCEMENT ACTION, WHICH MAY INCLUDE FINES, IF ANY INSPECTION OF THE PROPERTY REVEALS THAT 1, OR MY CONTRACTOR, HAVE MADE REPAIRS OR IMPROVEMENTS NOT INCLUDED ON THE ATTACHED LIST OF REPAIRS OR THE APPROVED BUILDING PLANS. See attached itemized list. STATE OF JE� n COUNTY OF U on O ,tea --i) A-\-JD C-L- Before me this Jay personally appeared QA-ND?; ° 0r� , who, being duly sworn, nd says that he/she has read, understands, and agrees to comply with all the aforementi itions. Property bwnefs Signature Sworn to and subscribed before me this �'� day of 2U.�'�� s ''%, NotayrPubftcSta :c� My commission expires lop %��0R I D P l SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE CONTRACTOR'S SUBSTANTIAL DAMAGE OR SUBSTANTIAL IMPROVEMENT AFFIDAVIT Property Address: Contractor's Name: Contractor's Compliny Name: b Contractor's,Addr s: Contractor's Phone Number: 0 Contractor's State Registration or Certification Number: Contractor's We Registration Number(if applicable): I hereby attest that I, or a member of my staff, personally inspected the subject property and produced the attached itemized list of repairs, reconstruction and/or remodeling which are hereby submitted for a Substantial Damage or Substantial Improvement Review. The list of work contains ALL OF THE WORK TO BE CONDUCTED on the subject property. If the property sustained Substantial Damage, this list of Work,will return the structure to at least its condition prior to damage and bring the structure into compliance with all applicable codes. I further attest that all additions, improvements or repairs proposed for the subject building are included in this estimate and that neither I nor any subcontractor or agent representing me will make any repairs or perform any work on the subject structure other than what has been included in the attached list. I UNDERSTAND THAT I AM SUBJECT TO ENFORCEMENT ACTION, WHICH MAY INCLUDE FINES, IF ANY INSPECTION OF THE PROPERTY REVEALS THAT I, OR MY CONTRACTOR, HAVE MADE REPAIRS OR IMPROVEMENTS NOT INCLUDED ON THE ATTACHED LIST OF REPAIRS OR THE APPROVED BUILDING PLANS. See attached itemized list. STATE OF f 7�I 'P A' `��:++uiiiii►yri�i COUNTY OF �p oti app ,° y �.� '%9 Before me this day personally appeared u'f 1 A k_i��LLt t`�� cc� in duly sworn, deposes and says that he/she has read, understands, and agrees to cori§plyvig��p81 � aforementione o ons. _ NOT�Ry pp9llC Contractor's ftQature Commission f � G �' EE1i3059:�oQ°�� Sworn to and subscn ed before me this �7 day 20 Notary PMric State o : My commission expires: Application Cost Estimate of Reconstruction / Improve . en Number Date 11 7 Address I i A 4'- This cost estimate of reconstruction/improvement must be prepared by and signed by the contractor or by the owner if the owner acts as the contractor. Owners who act as their own contractors must estimate their labor cost at the current market value for any work they intend to perform. Sub-Contractor Bids Contractor or Owner Material Labor Costs Estimates,°v L-� Costs t Bid Amounts(see note"D") 1. Masonry 2. Carpentry Material (rough) 3. Carpentry Labor(rough) 4. Roofing 5. Insulation and Weather-strip 6. Exterior Finish (stucco) 7. Doors,Windows& Shutters 8. Lumber Finish 9. Hardware 10. Drywall 11. Cabinets(Built-in) 12. Floor Covering 13. Plumbing 14. Shower/Tub/Toilet 15. Electrical& Light Fixtures 16. Concrete 17. Built-in Appliances 18. HVAC 19. Paint 20. Demolition & Removal 21. Overhead & Profit CFN:24130876178 BOOK 28896 PACE 2070 DATE:1110412013 11:16:01 AM DEED DOC 2,634.00 HARVEY RUVIN,CLERK OF COURT,MIA-DADE CTY B=Md by and rolum to Eric van der Vtogt,Esq. vice Preskient Charles Ratner,P.A. Real Estate Law 777 Brlckell Avenue,Suits 1200 Miami,FL 33131 T 305320.9121 File Number 1341576 Coetare Will Call No.: r Abm Thb Lice For Date- Warrenty Deed This Warr&*Dad made this 24h day of Oftbor,2013 between Paul D.Cara,a single man whole poet office address Is 13000 Rroxton Bay Drive,Unit 404,Jacksonville, FL 33218,grantor, and Robert C.Alexander It,a single man whose post ofte address is 10619 N.E.10 Court,Miami Shor4%FL 33138,grantee: Wwaw wed hado du m stW s - to ft MMOM ad the tf,W ad mVj of Witnesseth,drat said grantor,flrr and In consideration of the sum of TEN AND NO/100 DOLLARS($10.00)and other good and valuable considerations to said grantor in hand paid by said grantee,the recelpt whereof Is hereby acknowledged, has granted,bargoirtd, and acid to the said gram and geuWs hates and snips%rover,the following described land, situate,lying and being in Mlaml-Dade County,Florida to-wit: Lot 71,Rink S,of MIAMI SHORES ESTAT1£S,according to the Plat thereof,recorded M Plat Book 47,at Pap A of the Pubk Records of Dade County,Florida. Parcel identification Numbert 11.2232-028.0780 SUBJECT TOt 1) Tam for the year 2013 and subsequent years and all applicable zoning ordinances and governmental regulations. 2)Conditions,restrictions,limitations,and casements of record,If any,but without the Intention of reimposing soma TOGETHER WITH (1) any and all structures and improvements on the Property; and (it) all casements, rights of way, privileges,licenses,appurtenances and otter rights and boneSte belonging to,running with the owner of,or In any way related to the Proporq► To Have and to Bold,the same in fee simple forever. And the grew hereby covenants with said grantee that the grantor is iawMy seized of sold land in fa simple; that the grantor has good right and lawfltl audw ity to all and convey mid lain;that the grantor hereby fully warrants the title to sold land and wilt defend the some against the lawfldl claims of all persons wlmmsaver, and that said land Is flea of oil encumbrances,except taxes accruing subsequent to Dumber 31,2012. DoubreTlmee c ' CFN:20130875176 BOOK 28896 PAGE 2071 In Witneea WhereK grantor hre hereunto set graruoft hand end seal die day and year first above written. Signal,seated and delivered.In our presence: WW=-Name.- UdIa AZi Paul D.Cantdo ass Name: Sets of Florid County ofZ IV c The foragoing instrument was ac knowleriged before m this day of October,2013 by Pawl D.Camara,who is paimally known or JXJ has producol a driver's liana as idendRttion. Womy►goad N r Printed Name: My Conunlsston EXPlres: r IIlYC01N11i�1 " WRO,dsss It 2m Warr+toad°Pop 2 DOUMOTh"em .. _ .. LOCATION SKETCH . N A LOT 6 N p $C�►a.E: NT$ a p BLOCK 5 U ei p -z wz 130.00' R 8a IIA ) C.L.F. 25.00' 26.5' 0.2 'CL g a- 900 00, g POOL In LOT 7 X i n PUMP BLOCK 5 °'� w d a: 11.3' A/C 71 a 7 W . `.�...�...'. ' oN..'.....'.':.'25.50'' 57.50':ASPLT r''• ' ...:.:. 8 DRIVEWAY...Q 12.00' ...... : J`- z 0' '. ¢... U 21.0 a �, 9 ONE STORY ' RESIDENCE WOOD 11.5' 17.6' c # 10619 TERRACE N r!1 ® N.E. 101811 COURT 5'CONC. WALK - `� 11.5' c°a ® N 0 sC. M � =1 E..... v... en s 16.0 37.50' 24.50' N s c o'• p� = 90000100M C.L.F. 0.2 'CL ......... ......... q 25.00' 1 _ U fV Ili p 130.00' ( R $ M BLOCK 5 ° °..:p z z cL PROPERTY ADDRESS: 10619 N.E. 10TH CT. , MIAMI SHORES, FL. 33138. CERTIFIED TO: ROBERT C. ALEXANDER II; CHARLES RATNER, P.A. ; FIRST AMERICAN TITLE INSURANCE COMPANY; JPMORGAN- CHASE BANK, N.A. , ISAOA/ATIMA. O z a O p wz LEGAL DESCRIPTION: LOT 7 BLOCK 5 ABBREVIATIONS: OF MIAMI SHORES ESTATES SUBDIVISION SW BRE VIAT CBS=CONCRETE BLOCK STRUCTURE,CLF=CHAIN LINK FENCE,PL-PROPERTY LINE.DUE=DRAINAGE UTILITY EASEMENT,EM,IP=IRON PIP F, F=FOUND.A/C=AIR CONDITIONER PAD,P/C=PROPERTY CORNER.DM=DRILLED HOLE,WF=VIOODEN FENCE,RES=RESIDENCE.CL-CLEAR,R6=REBAR. ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 47 AT PAGE 58 UE=LMLnY EASEMENT. CONC=CONCRETE SLAB. RMKRIGHT OF WAY, DE=DRAINAGE EASEMENT, C/L=CENTER LINE, O=DIAMTER, TYP=TYPICAL. M=MEASURED.R=RECORDED.ENCR=ENCROACHMENT,COMP=COMPUTER.ASH=ASPHALT.N/D=NAIL&DISC.S=SET,FEE=FINISH FLOOR ELEVATION, OF THE PUBLIC RECORDS MIAMI—DADE COUNTY, FLORIDA C/S=OFFSET.P/P=POWER POLE.OHP=OVERHEAD POMRLINE.'AM=M TER METER MMAASONRY�u.= ELEVATION BASED ON LOC. # CONCRETE= s..v•s•.s •::s s•:. •: .•. •s ..•: •:. NOT VALID UNLESS EMBOSSED WITH MAINTENANCE&DRAINAGEEASEMENT=M&D.E. CBM# ELV. TYPE OF SURVEY:BOUNDARY SURVEY SINCE 1987 SURVEYOR'S SEAL HEREBY CERTIFY That the survey represented SUAL RVEYOR'S NOTES. 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2)NOT VALID WITHOUT THE SIGNATURE thereon meets the minimum technical requirements BL.ANGO SURVEYORS ING. AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NOT adopted by the STATE OF FLORIDA Board of Land COVERED BY PROFESSIONAL IABILITY INSURANCE. 4 L } LEGAL DESCRIPTION PROVIDED BY NT. 5 Surveyors pursuant to Section 4 Engineers Land Surveyors•P CLIENT ) 72.027 Florida 9 y rs tanners•LB#0047059 UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC Statutes. There are no encroachments, overlaps, 555 NORTH SHORE DRIVE VERTICAL DATUM OF 1929. 7) OWNERSHIP OF FENCES ARE UNKNOWN, 8) THERE MAY BE ADDITIONAL ps, easements RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 9) appearing on the plat or visible easements other than MIAMI BEACH, FL 33141 CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING as shown hereon. (305)865-1200 Email:blorlcosurveyor,inc @yahoo.cam Fax: (305) 865-7810 INFORMATION. 10)EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED j REVISED: INSTRUMENTS,IFANY•AFFECTINGTHIS PROPERTY. FLOOD ZONE: AE SUFFIX: L DATE 9/11/09 BASE 81 Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited without written consent of the signing party or parties. AMS N. NUNEZ PANEL: 0306 COMMUNITY# 120652 BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE OF SAID PB`47 58 REGISTERED LAND SURVEYOR DATE: SCALE: DWN.BY: JOB No PAGE STATE OF FLORIDA#5924 10/16/13 1'=20' F.Blanco 13-836 Q� el D SID Miami Shores Vi BY DA APPRO%V cm ZONING DEPT I E �1. 4 BLDG IDEPT iIVITR AL1-�E>�A1. SUBJECT TO CCMPLiPAICE IV STATE ANO CCUMY BUI AND REGU11aTlC�lS Florida13uilding Code Online Page 1 of 4 Departure tt f 13CIS Home's Log In User Registration*Hot Topics Submit Surcharge Stats&Facts Publications FaC Sinn ®CIS Site Map - Unks =Search Busines f,� Professinai product Approval USER:Public User Regulation Product Approval Menu>Product or Aoplleatlon Search>Application List>Application Detail FL* FL4334-R6 Application Type Affirmation Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago,IL 60185 (615)441-4258 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Ema II Catenory Exterior Doors Subcategory i Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute, Validated By National Accreditation&Management Institute, Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By i. Documentation from approved Evaluation or Validation Entity http://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgttSMGyvgTunPuaFI... 3/20/2013 1~lorida Building Code Online Page 2 of 4 ' 1 Product Approval Method Method 1 Option A Date Submitted 02/06/2012 Date Validated 02/06/2012 Date Pending FBC Approval Date Approved 02/13/2012 Summary of Products FL# Model Number or Name Description 4334.1 Fiberglass Side-hinged Door Units 6'-8"Opaque I/S and 0/S Single Door -Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4334 R6 C CAC NI005930.O1.PDF Approved for use outside HVHZs Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2015 Design Pressure:+70.0/-70.0 Installation Instructions Others Evaluated for use in locations adhering to the FL4334 R6 II FL0120.Ddf Florida Building Code including the High Velocity Verified By: National Accreditation&Management Hurricane Zone,and where pressure requirements as Institute, determined by ASCE 7,Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures,does not exceed the Evaluation Reports design pressures listed.3'-0"x 6'-8"max nominal size. FL4334 R6 AE 504A.ndf Hurricane protective system is NOT required.See anchor Created by Independent Third Party:Yes detail DWG-MA-FL0120-05 for additional Information. 4334.2 Fberglass Side-hinged Door Units 8'-0"Opaque I/S and O/S Single Door 11-Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4334 R6 C CAC NI005930.02.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2015 Design Pressure:+70.0/-70.0 Installation Instructions Other: Evaluated for use In locations adhering to the FL4334 R6 1I FL0121.Ddf Florida Building Code Including the High Velocity Verified By: National Accreditation&Management Hurricane Zone,and where pressure requirements as Institute, determined by ASCE 7,Minimum Design Loads for Created by Independent Third Party: Buildings and!??her Structures,does not exceed the Evaluation Reports design presses ,listed.3'-0"x 8'-0"max nominal size. FL4334 R6 AE 503A.odf 1111urricane protective system is NOT required.See anchor Created by Independent Third Party:Yes detail DWG-MA-FL0121-05 for additional information. 4334.3 Fiberglass Side-hinged Door Units 8'-0"Opaque O/S Door w/or w/o Sidelites -Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4334 R6 C CAC NI005930.02.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2015 Design Pressure:+55.0/-50.5 Installation Instructions Other:Evaluated for use in locations adhering to the FL4334 R6 II FL0121.pdf Florida Building Code including the High Velocity Verified By: National Accreditation&Management Hurricane Zone,and where pressure requirements as Institute, determined by ASCE 7,Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures,does not exceed the Evaluation Reports design pressures listed.12'-0"x 8'-0"max nominal size. FL4334 R6 AE 501A.Ddf Hurricane protective system is NOT required.See anchor Created by Independent Third Party:Yes detail DWG-MA-FLO121-05 for additional information. 4334.4 Fberglass Side-hinged Door Units 8'-0"Opaque I/S Door w/or w/o Sidelites -Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4334 R6 C CAC NI005930.02.PD Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2015 Design Pressure:+50.5/-50.5 Installation Instructions Other. Evaluated for use in locations adhering to the FL4334 R6 II FL0121.odf Florida Building Code including the High Velocity Verified By: National Accreditation&Management Hurricane Zone,and where pressure requirements as Institute, determined by ASCE 7,Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures,does not exceed the Evaluation Reports design pressures listed. 12'-0"x 8'-0"max nominal size. FL4334 R6 AE 501A.adf Hurricane protective system is NOT required.See anchor Created by Independent Third Party:Yes detail DWG-MA-FL0121-05 for additional information. 4334.5 jAberglass Side-hinged Door Units 6'-8"Opaque O/S Door w/or w/o Sidelites http://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgttSMGyvgTunPuaFl... 3/20/2013 NOTICE OF PRODUCT CERTIFICATION •" Company: Masonite International Corporation Certification No.: NI005930-01 1955 Powis Road Certification Date: 02/17/2005 West Chicago,IL 60185 Expiration Date: 04/301201.5 ;_. Revision Date: 05/23/2011 ` Product: Fiberglass Impact Rated Opaque Inswing or Outswing Door w/and w/o Impact Rated Sidelites(w/Wood Frame unless noted) Specifications Tested To: TAS 201/202/203-941ASTM E330 The"Notice of Product Certification"is only Valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certif►cation criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at Namicertircation.com. NAMI's Certification:Program is accredited by The American National Standards institute(ANSI). Inswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact Drawing Number& Outswing Opaque Size Pos/Neg Pressure Rated Comments X US Opaque 3'0"x 8'0" +70%70 2.86 psf Yes NCTL 210-3102-1 Single sAn�mil-Mn-F1.0121.03 X US Opaque 3'0"x 8'0" +70/-70 10.5 psf Yes NCPL-210-3102-1 Single � dwDcudl-M-MA -g0s- tv XX US Opaque 610"x 8'0" +50.51-50.5 2.86 psf Yes NCTL-210-3105-1 Double Maximum Panel Sine:3'0"x 8'0" Anchm Detail-MA-FL0121-05 XX O/S Opaque 6'0"x 8'0" +55/-50.5 6.0 psf/ Yes NCrL-210-3105-1 Double I 8.25 psf" lAaximtnn Panel Size:3'0-x 8'0" An;hoer Detail-MA-FL0121-01 XO/OX I/S Opaque Door 6'0"x 8'0" +50.5/-50.5 2.86 psf Door-Yes NCTL-210-3105-1 Single w/Sidelite Glazed Sidelite Sidelite-Yes >~in Dew MAC-FLOI21-0s XO/OX O/S Opaque Door 6'0"x 8'0" +55I-50.5 6.0 psf/ Door-Yes NCTL-210.3105-1 Single w/Sidelites Glazed Sidefite 8.25 psf'' Sidelite-Yes AAn�Dctuail-M:FL0121-05" OXO I/S Opaque Door 9'0"x 8'0y +50.5/-50.5 2.86 psf Door-Yes NUL-21x3105-1 Single w/Sidelites Glazed Sidelites Sidelites-Yes �'� -MA-FLo 21 fly- OXO O/S Opaque Door 9'0''x 8'0" +551-50.5 6.0 psf? Door-Yes NC1'1:210-3105-1 Single w/Sidelites Glazed Sidelites 8.25 psf' Sidelites-Yes Maximum Pant Sine:3'0"x 8'0" Anchor Detail-MA-FL01141-05 - O.XXO VS Opaque Doors 12'4"x 8'0" +50.5/-50.5 2.86 psf Doors-Yes Non-210-3105-1 Double w/Sidelites Glazed Sidelites Sidelites-Yes Maximum poet Sizc:3'0"x 8.0° Anchor Detail-MA-FWI21-05 . OXXO O/S Opaque Doors 12'4"x 8'0" +55/-50.5 6.0 psf/ Doors-Yes NCTL.110-31054 i Double w/Sidelites Glazed Sidelites 8.25 psf' Sidclites-Yes Anch to eW-Sire:3'0"x 05 Anchor Detail-MA-FL 5 *High Dam Threshold National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes - A 2 Tel:(804)684-5124 Fax:(804)684--5122 r NAMI AUTHORITY SIGNATURE: IA9" WlO F" TH UAX. LL Er �ct�a�2c�e` OIERA C) o 20.5" MAX 36.375.mAX. HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT D.L.O.- PANEL 1NOTH 37.5" MAX. ¢ L1 B'-B"DOUBLE DOOR WITH/WITHOUT SIDELITES I W/ASTRAGAL I`FRAME WIDTH ZO � d OQ GEVt rr9r�5 1. EVALUA-ED FOR USE IN LOCATIONS ADHERING TO N V THE FLORIDA BUILDING CO3E AND WHERE PRSURE P REOUIREMENTS AS DETERMINED BY ASCE 7• MINIMUM ao 1 Cpl DESIGN LOADS FOR BUILDINGS AND O-HER STRJCTLRES. DOES NOT EXCEED THE DESIGN PRESSURES LISTED. Ld 2. THIS PROOUC"DOES NOT REQUIRE THE USE OF ° A HURRICANE PROTECTIVE DEVICE(SHUTTERS'. r,p = 3. POIYURETHANE C04E FLAME SPREAD INDEX OF 50 C4 a AND SMOKE DEVELOPED INDEX OF 60 PER ASTM _84. 4. PLSTCS TESTING OF FIBERGLASS FACING: TEST OESCRt-TION DESIGNATION RESU;.T SELF lGNa TEMP ASTM 01929 752'F> 650'F RATE CF or 1 ASTM 0635 1 0.58 IN MIN C-1 m SMOKE DENSITY ASTM 02843 53.4% TENSILE STRENGTH• ASTM D638 L3.29 DIFF • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING r�- 4500 LOURS XENON ARC METHOD 1 0 ' DOUBLE COOR UN7 W/SIDELITES I t/l NN 1(A VI 3333338 CA to NG,Nt/f Red'•� tiA. 59-3o x c, Date z z CE .(A WW�a ,n a N�NUt'9 2 ® ® ® ® ® ® 11 ® ® ® ® ® � � ®® _ •� � oopo 0 �:I • Do: W"WmW CZZVOo az�<4a° pro r9 F9 ol S!N(:LE DOGR UN .OQ[7BLE tNsOR UNIT 5W'LE 6008 UNIT S.N619 DOOR UNIT SOLE DOOR UNIT W/SIDELI>cS DOUBLE GOER UN7 W/SIDELM ° Ia.IWCUmQd WITH SIOELTFE WITH�lDEtITE a WHERE WATER INFI_TRATION PER ORMAN IS DESIGN PRESSURE RATING REQUIRED TO.BE 59 OF DESIGN PRESSURE a`TE 2/11/05 TABLE OF CONTENTS CONFIG ? MAX WID INSWIINC CU-5VANG "SWING OU'TSWING 0' ANG• x i Vy SmE: N.r.S. SHEET DESCRIPTION X 37.5 1+70.0 -70.0 +7 :0 -70.50-_+19.0 -19.0 ;+ 0.0 -7D.0 +70.0 -700 arc•er: Sv1S ° 1 TYPICAL ELEVATIONS G >+ RAL N01 XX 4 +SO.S - O.5 +S .0 -50 -19.0 -t9A +40.0 -40-0 +55.0 -50.5 t' 2 ANCHOR LOCATIONS C°i'AI OX or XQ 7 +50.5 -50. +SS.0 -50.5 •I•t9.0 X40.0 i -40.0 +.5. -50.5 OXO 112.5 U-50-5 -50-5 +55.0 -50.5 -19.0 -19.0 +40.0 KURT iaA P.E. 0PAWINS NO, .ANCHORING LOCATIONS ik DETAILS OXXO 149 +50.5 -50. +5I4•.O -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 / -50.5 FLORIDA P.E. % *• ' • High parr Thresnotd Design #56533 DWG-Ma-ftDi2tU'-95i SIW + or 3 et to 00 C) 6- SEE DETAIL �6' (o .E. 3 3" 3' r C) 6 6 6 6 6• cc p-111 f 0- SEE DETAL._ -D' L-j J J L SEE D--TAI- p SEE CETAtL 0 L to r6 6 �1 11 —I � ; -41 3 3. PE 6' SE DETAIL 3" �3-6. IN .EE 0 F" Rg� #8 x 2-112" z z im V) 4 0.5 w iul L7 U In ASTRAGAL RE-AINER BOLT HOLE 05 [A MUST BE DRILLED THROU 'o GH (nn 0 z p x 2-112" JIO x 2' » THE THRESHOLD & INTO THE u w W cl (n DETAIL "E' ASTRAGAL STRUCTURE Q o z Ole STRUCTURE DEEP ENOLGH .:�0 =W 18 x 2-112' 10 x 5/8' #10 x 314' ATTACH ASTRAGAL RETAINER BOLT FOR A 1.375" THROW co STRIKE PLATE TO FRAME DETAIL 7- ASTRAGAL 0 co #10 x 51,9* AS SHOWN. 0 10 x 3/4" cv 0.124'ANNE4LED DECORA-4VE INSERT #10 x 2" 0.0ow SkFLEX Im (VITIONAL) DETAIL "C 0.124"ANN EMED .01w mw. C, DETAIL "D AUMNUM OR 8UM SPSPACER is x 1-112•aus 0.962*1 DCW 832 am 832 AdMWOKAW Icrs. 11 375* 1.75' 1 047- • OR EQUAL OR MIAL m art 6aZQ COG EXT cm W, T TYPICAL GLAZING NG DETAIL Da"ING NO.. INSWING THRESHOLD OUTSWING THRESHOLD HIGH -DAM O/S THRESHQLQ IMPACT RATED GLASS 2 L0 cc 00 SEE DETAIL 3" 'E' SHT. 2 p-i O q w6' to 6 L In In El C3 V) IVL SEE- DETAIL uj -D' SHT. 2- A. SEE DErAdL SHT. 2 6" 6 qL 6' V .3-1 3" 3'-4 '41 n SEE DE--AIL-y- - 6. "I'" SHT. 2 s" L32 T� yj In cn In in vi 'm 0 a(n u z Z;= I A-TACIIVENT DETAIL JIM Y E 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, HARDWARE SCHEDULE n SIGNED AND SEALED BY ROBERTO LOMAS, PE ERIES 400 GRADE 3 CYLINDRICAL. IATCH AND Eli (FLORIDA #62514) WITH THE LOWEST (LEAST) 1. JKWIKSET SE ca FASTENER RATING FROM THE DIFFERENT FASTENERS SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED BEING CONSIDERED FOR USE. JAMB, HEAD, AND AT 5-11/2" CENTERLINE. THRESHOLD FASTENERS ANALYZED FOR THIS go in UNIT INCLUDE MORTISE BUTT HINGES. OOD U #10 WOOD SCREWS OR 3/16- TAPCONS. A PHYSICAL In 0 'Q SHIM MUST EE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. C-4 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.25 ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN MAX u. OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE sun SHIM MINIMUM EMBEDMENT OF 1-1/4". !! l 05 CL CL- IMAM N.r.S. 3. WOOD DUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. sws 4. MINIVUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD BUCK TYPICAL MASONRY ANCHOR INSTALLATION ANCHOR INSTALLATION rwG-MA-PW120-0 I—-jL--q- ; Luis R. Lomas P.E. 1432WoodfaidRd. Manufacturer Masonite Lewisville,NC 27023 Report#:504A 336-945.9695 Date: 12/29/09 Product: Single Door 3'x6'6" Scone: This analysis provides calculations,quantities,and spacing requirements for installing product to substrate,and it applies only to the product described herein.These calculations comply with requirements of the Florida Building Code. Drawings verification: This analysis verifies anchoring for the following drawings: DWG-MA-FLO120-05 DWG-MA-FLO130-05 DWG-MA-FLO153-06 DWG-MA-FLO168-07 DWG-MA-FLO122-05 DWG-MA-FLO132-05 DWG-MA-FLO155-06 DWG-MA-FLO170-07 DWG-MA-FLO124-05 DWG-MA-FLO134-05 DWG-MA-FL0156-06 DWG-MA-FLO172-07 DWG-MA-FLO126-05 DWG-MA-FLO140-05 DWG-MA-FL0160-07 DWG-MA-FLO174-07 DWG-MA-FLO128-05 DWG-MA-FLO151-06 DWG-MA-FLO162-07 DWG-MA-FLO175-07 Anchors to be aualifled: 1.#10 Wood screw,for installation in wood frame substrates. 2.3/16"ITW Tapcon,for masonry installation Anchor capacity In shear condition: Fastener type:#10 wood screw (NDS 2005,113) Side member:Douglas Fir-Larch Main member:Spruce-Pine-Fir Side member thickness: t,= 1.000 in Main member thickness: t„= 1.500 in Side member dowel bearing strength: F„= 4,650 psi Main member dowel bearing strength: F.= 3,350 psi Minimum required penetration: 1.330 in Screw bending yield strength: Fvb= 80.000 psi Dur:*Non Factor: Co= 1.6 Tabulated lateral design value: Z. 107.0 Ibs Allowable 6esign Value: Z'= 171 Ibs/aneher Mode IV Fastener type:3/16"ITW Topcon N.O.A.07-1126.10 Substrate:Hollow block Minimum embedment: 1.25 in Minimum edge distance: 1.13 in Minimum C to C spacing: 2.25 in Tabulated shear design value: Z= 112 Ibs Actual C To C spacing: 3.00 in Minimum edge distance: 2.63 in C to C spacing factor: 1.00 Tabulated shear design vdue: Z= 197 Ibs Actual edge distance: 2.50 in Design value per interpolation: Z= 189 bs Allowable Design Value: Z'= 189 Ibs/anchor Minimum anchor capadty: 171 Ibs/anchor Note:Anchors with the least capacity Is used for calculations to quality anchors with higher capacity. Anchor caicuiations.minimum revuired anchors Pressure against stops with bump threshold: 36.38 Design pressure: 85.0 psf Max. Anchor t� Al ` Zone Area Load Ind. O.C. Cap. Load Result A2YA2 79.25 (ff) (Ibs) (in) (in) (Ibs) (Ibs) A, 2.3 195 N/A N/A 171 2 98 OK At At 7.7 656 6.00 18.00 171 5 131 OK Single. Pressure away from stops: 36.38 ' Design pressure: 85.0 psf Area Land . Mnx. Anchor AI I At Zone O.C. Cap. Load Result 79.25 (ft') (Ibs) (iN (M) (Ibs) (Ibs) Al 10.0 851 6.00 18.00 171 5 170 OK \ 1111 I I //0 �NJ • �EN•:�q��i *• 051 ,*= M TAT O F •a� ♦ lky Luis R.Lomas P.E. i�ii►�♦R tit. • �� FL No.:62514 1 of 2 /,� 0 R11) .GJ 117!2010 s s ��i//i1NAL10�� Luis R. Lomas P.E. 1432 woodtard Rd. Manufacturer.Masonite Lewlsvdle.NC 27023 Report*504A 336-945-9695 Date: 12129/09 Single. Pressure against stops with saddle threshold: 36.38 Design pressure: 85.0 psf Area Load Ind. Max. Anchor \\A/t Zone (ft') (Ibs) (in) O.C. cap) Load Result A2 i A2 79.25 (in) (Ibs) (Ibs) A, 2.3 195 N/A N/A 171 2 98 OK A2 8.9 753 6.00 18.00 17-17-5 151 OK Anchor Locations: 36.35 - 15.19 - 8.00 TYP. - 6.00 TYP. - 6.00 I 13.46 MAXI O.C. 1 — 79.26 6.00 1 } Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. ``��illlllfJJ//�/ 51 TAT OF ;tv f�iFs• Q RID Luis R.Lomas P.E. FL No.:62514 2 o12' 117/2010 Florida Building Code Online Page 1 of 5 FJ06da DeprtMerlld BCIS Home : Log In User Registration Hot Topics Submit Surcharge Stats&Fads Publications FSC Staff BaS Site Map Links Search Busines ) Professional 'V` Product Approval USER:Public User Regulation � Product Approval Menu>Product or Application Search>Aoolication List>Application Detau FL* FL15255 Application Typp New Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Trinity Glass International Address/Phone/Email 4621 192nd Street East Tacoma,WA 98446 (253)875-7300 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rlckw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Lyndon F.Schmidt,P.E. developed the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validi:ced By Ryan J.King,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL15255 RO COI Certificate of Indeoendencepdf Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM G155 2004 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15255 RO Equiv Of Standards.Ddf h"-//www.flnridahnildina nra/nr/nr nnn dtl a-,nx?naram=wC:RVNOwrnnv'ivVVK.171 0 1/17/70 11 Florida Building Code Online Page 2 of 5 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/26/2012 Date Validated 04/13/2012 Date pending FBC Approval 03/08/2012 Date Approved 04/18/2012 Summary of Products Go to Page 0 O 10 Pagel/20 0 FL# 114odel,Number or Name Descri ion 15255.1 a.Fiberglass Door 6'8 Single Opaque"Impact"Fiberglass Door-Outswing Configuration X) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15255 RO II INST 15255.1.Ddf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant,Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.1 for Design Pressure Ratings, FL15255 RO AE Eval 15255.1.odf any additional use limitations,installation instructions Created by Independent Third Party:Yes and product particulars. 15255.2 b.Fiberglass Door 68 Single Opaque"Impact"Fiberglass Door with "Impact"Sldelite or Sidelites-Outswing Continuous Head and Sill Configurations OX or XO;OXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 RO II INST 15255.2.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.2 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.2.0 f any additional use limitations,installation instructions Created by Independent Third Party:Yes and product particulars. 15255.3 c.Fiberglass Door 6'8 Single Opaque"Impact"Fiberglass Door with "Impact"Sldelite or Sideiites-Outswing Configurations (OX or XO;OXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 RO II INST 15255.3.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.3 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.3.odf any additional use limitations,Installation Instructions Created by Independent Third Party:Yes and product particulars. 15255.4 :rlberglass Door 6'8 Double Opaque"Impact"Fiberglass Door with or without'Impact"Sidelites-Outswing Configurations (XX;OXXO) i Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLIS255 RO II INST 15255.4.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15255.4 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.4.Ddf any additional use limitations,installation Instructions Created by Independent Third Party:Yes and product particulars. 15255.5 e. Fiberglass Door 6'8 Single Glazed"Impact"Fiberglass Door-Outswing Configuration X Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15255 RO 11 INST 15255.5.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See INST 15255.5 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.5.Ddf any additional use limitations,installation instructions Created by Independent Third Party:Yes and product particulars. httn://www.floridabuildiniz.orL/nr/fir ann dtl.asnx?naram=wGEVXOwtDov3vVVKJZIO... 1/17/2013 R R W Building Consultants, Inc. W B Consulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate ate of Auihorization No.9813 Product Sul Category Manufacturer Product Name Category Trinity Glass International Opaque Fiberglass Exterior Swinging 4621 192nd St.East "Impact"Door Door: Exterior Door Tacoma,Washington 98446 Outswing Assemblies Phone 236-875-7300 Facsimile 235-876-7301 Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt,P.E.(System ID# 1998)for Trinity Glass international based on Rule Chapter No.9N-3,Method 1D of the State of Florida Product Approval, Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Umitatfons: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code(FBC)structural requirements including the "High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3.When used in the°HVHZ"this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the°HVHZ°requiring wind bome debris protection this product complies with Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering.This product meets missile level"D°and includes Wind Zone 4 as defined in ASTM E1998 and Section 1609.1.2.4 of the FBC. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15255.1 require further engineering analysis by a licensed engineer or registered architect. 7. This product meets the water infiltration requirements for"HVHZ°. S. See drawing FL-15255.1 for size and design pressure limitations. Supporting Documents: ' I 1. Test IZegort NO. TO Standard Testing Laboratory Signed by TEL 01470-437 TAS 201,202,203-94 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E. TEL 06-0918-2 TAS 201,202,203-94 Testing Evaluation Lab.,lnc. Wendell W.Haney,P.E. TEL 01370079 TAS 201,202,203-94 Testing Evaluation Lab.,Inc. Lyndon F.Schmidt,P.E. TEL 02010411 ASTM G155-04,G158-02 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E. TEL 01470100 ASTM D1929-96 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E. TEL 01470099 ASTM D2843-99 Testing Evaluation Lab.,inc. Lyndon F.Schmidt,P.E. TEL 01470101 ASTM D635-03 Testing Evaluation Lab.,inc. Lyndon F.Schmidt,P.E. 2. Drawing No. Prepared by Signed&Seated by No.FL-15255.1 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 3. Calculations Prepared by Signed&Seated by Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute,certifying that Trinity Glass International is manufacturing products within a quality assurance program that complies with iSU11EC 17020 and Guide 53. Lyndon F.Schmid!,P.E. FL PE No.43409 4/11/2012 PF 1089 Sheet 1 of 1 4 ° 0 i N T F R N A T 1 0 N A 1. 4621192ndSMIRT EAST TACOMA.WA98416 37-V MAX.OA 37-V MAX.OA � N FRAME WITH � � FRAME WITH � � �� a GLAZED FIBERGLASS � az$av "IMPACT"DOOR OUTSWIIdG IE X GENERAL NOTES i j 1. This product has been evaluated and is in compliance with the 2010 Florida Building X O � Code(FBC)structural requirements g the°High Velocity Hurricane Zone' �� O (HVHZ). 2. Product anchors shall be as listed and spaced as shown on detals.Anchor $ _ embedment to base material shall be beyond wait droning or stucco. cc 3. When used in the IfVHZ"this product complies with Section 1626 of the Florida o Building Code and does not require an impact resistant covering. 4. When used in areas outside of the*HVKr requiring wind borne debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets mzs%level"D and includes Wind Zone 4 as ro defined In ASTM E1996 and Section 1609.1.2.4 of the FBC. 5. For 2x stud froming construction,anchoring of these units shall be the some as that DOOR WITH RECTANGULAR LICE R WITH OVA)UTWE shown for 2x buck masonry construction. 7 6. Site conditions that deviate from the deta0s of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. This product meets water infiltration requirements for WHP. ° z TABLE OF CONiENiS i SHEEN DESCRtPAON �'� _ s �` 2 panes de 1 Typical d pr gGe 8 notes OUi51MMG Gl,G2 —02/27/12 °z 3 an (RECTANGULAR) 37.'r x 80.75" +60.0 -60.0 srw>E N.T.S. ° 4 Horizontal cross o+rs W. JK � Vefical«ass sscdons (OVAL)OUf 7 G 37.57'x sa7:� C.I.Ga +75 0 -75.0 aIL 0: LFS s 7 Components DPAVM No.: 8 BID of mat�lals FL-15255.5 0 WW_L OF 8 35.7,7 MAX LVL STILE PANEL WIDTH G4 G3 G2 G1 LOCK BLOCK PVC STILE CAP PYC STILE CAP __ EXTERIOR s•a.•,,.,4:•;;�. - ,p 15.50" sR ''lti.•.;y.':5::: Rr MAX D.LO. .... '�° r °o o pq e'I l tt >ri a .r O ��y$j1 yep 9 V d� //� 1 ! t• SEEDEfA!l2 INTERIOR f - 0� 't : z o e 3 032' 1 H IONTAL CROSS N gas°--I- 1.66 TOP RAIL ".''" d s V$ SEE HARDWARE 3 LVL/COMP. X `MART �, U SEE G4 G3 G2 G1 DETAIL I .,7 GLASS BYTE B3 A3 BUTYL Pc^3 t"O A.THK GLASS � r dz 1/LT"TEMPERED GLASS EXTERIOR INTERIOR � a AIR SPACE DECORATIVE INSERT c �� i AIR SPACE Jl- 1/8'ANNEAIIDGI.4SS XT PVB INTERLAYER & a- 2 DUPONT BUTACHE OR CAPSTONE 3 STRUCTURALS0.1C0 T/8"ANNEALED GLASS CA C Y POLYURETHANE (TYP.4 PLCS.)SEE n 3� FOAMED FIBERGLASS OPTIONS BELOW ALUMINUM 1p c� REINFORCEMENT G ` I � DETAIL 2 _FIBERGLASS LYL DE SION 'r RAIL COMt'OSHTE o U Cam'.`•; U, PVC .X1 1N1 RAIL a+ac a pp,� 02/27/12 z! a }n Cj SOMFt 'V N.T.S.t, - STRUCTURAL SBK ONE OPTK�IS am ec: JK m SILICONE BY CAPSTONE(4PLj 1.64"--•-. •::;:..::;s:=:••::&::ra::&;ti:d::•;;:§i::�•..:::>;zarse°Risii•:-•>s;:;;s•:r.•::�:;t::;:•:':a•:::•:::�:: KNOB: STGNANKE SERNS cm;; LFS 3 g KIAtItC3ET DEADBOLT.MUYURE SERIES(WID) SILICONE BY DONGYANG SILICONE CO. 2 VWCAL CROSS SECTION -tODs 3 FL-15255.5 N 0 DOAIL I 1 2 a EMB.(trr.) 1 2 3 F C• dn11 40 f m 4 INTERIOR 12 d s ...0 4 ' � 2 EXTERIOR w M A } E r3-"\HORIZONTAL CROSS SECAON z t-t/d"MM. 4 snownwltxsub-buck eMa.IrrP.) 3 4 E MB W.) • c�w CSINK .p 1 2 3 1 2 3 INTERIOR INTERIOR •. ' o 12 40 12 v, �' •a o s pie Z O 24 2b EXTERIOR EXTERIOR 23 aae 2/27/12 i NMI- N.T.S. 9 B 18 L"J E Ma.BY. A m CW.en LFS 3 E 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION oanvm aa, � 4 4 i1-15255.5 a 6 swuSar� v INTERIOR a e e < d %3-'1 VERTICAL CROSS SECTION S OubwbVSE-hohdarn I I IE 11 4 o d g° n >Q4 C � i3ma �E 8 n sn EXTERIOR - INTER U UJTERIOR r2'**N VERCAL CROSS$9—TON s Shown wnx ab•buck 51 . I EXTERIOR r4"\\VERTICAL CROSS SECTION 5 Out$a JK t erg LFS 3 ww xw c FL-15255.5 ° O -��-$- at 4" SEE HINGE 6" t�•1 rT �$ gl l tl N Q D ° L BUCK d u '�•H F 1X BUCK aD$ AND JAMBS � � Z g A AND JAMBS r �d3��$ r• 2X BUCK t3 2X BUCK 22 —L XXY L • . DOOR t-j 0 FRAME ^3p !=p a �+ SEE 64 2x BUCK z `" MASONRY MASONRY HNGE o ONG AIL2 OPENING M 1X BUCK D TYP.SILL P 23I d c STRIKE PLACE DETAIL BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB Masonry co z 0 N -CONCREMANCHORNOT13. 1.SubsHfu m of equal concrete anchors from a different-ppS-may have different edge distance and centerdlstcmce requbements c 2 Concrete anchor locations at the comers may be adprsted to matntoln the mh edge 1 2X BUCK J 2X BUCK distance to nrortarJoInts.If concrete anchortocaffm rated as IMAX.ON Ci3 Wirrwst be = ad Anted to malntah the min.edge distance to mortarJolnts additional concrete anchors H IX BUCK H IX BUCK may be required to ens"the"MAX ON CENTER"dais ore not exceeded. • z 3.Concrete anchor table: 26 26 :.:::•_.............-...........,:::...:•:::::........._;-...... :;. ; ;::.,,-::: .-.-::::_..:::.-:::::::::.:::::::,:.:.:::::::-::::•::::•::::. y 8 ; .......l Aft tuft 6Si 1. C 9-AN ; _fe•!�t►R�� Q ` o •Q EM1iL�fii•T' 6fA�i�NRxt<I� �4i?JRfi.•ENT•AN�/l�?Jt: 24 24 z :::.::•::• 18 —02 27 12 � 18 80" N.T.S. 9 ITW 1/4" 1.114' 2-1/2° 3" ors.UJ: SAC m' ELCO 1/4" 1-114r 4" oft ft. LFS 3 HINGE DETAIL I HINGE DETAIL 2 owwxa mu ai FL-15255.5 ITW 311C 1-1/4" 2-2-5/r 2-1J4' e 0 CW 2M4 MAND J AD U Wood (3) AUD J�MM WC 4.58' FIF"-511" N l� N., MT n� 0'. am 4.W 4—W oaa M;91; i A FL-15255.5 Er_7_OF—& a AU OFMATBRTALS r A 1XBUCKSG>=0.55 WOOD B 2X BUCKSG>=0.55 WOOD (�a C 1/4'MAX SHIM SPACE - D 1/4'X 2-3/4'PFH ELCO OR ITW CONCRETE SCREW STEEL mot" E MASONRY-3,192 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE $ X d 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 $ d F 1/4'X33/4PFHIfW CONCRETE SCREW STEEL H 1/4°X 3-1/4'PFH ITW CONCRETE SCREW STEEL J #9 X 2-1/4'PM WS STEEL ' L #8 X 2-1/T PFH WS —STEEL M 3/16'X3.1/4"PFH ITW CONCRETE SCREW STEEL P 1/4"X 2-3/4'PFH ELCO OR ITW CONCRETE SCREW STEEL 1 JAMB -JOINT PINE-SG>=0.421 WOOD 2 JAMB PVC 3 JAMB RBE2GLASS/COMP 8 #6 X 1-1/4 PFH DRYWALL SCREW STEEL 12 WEATHER STRIP O BD650 Q-LON ca 18 3.983"X 4A°HINGE MIN 0.098°THICK STEM 19 SILL KEY PC/ASA 22 DEADBOLT STRKE PLATE STEEL 23 STRIKE PLATE STEEL o 24 #9 X 5/8"PFH WS STEEL d 25 OUTSWING HIGH-DAM THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUM./COMP. 26 #9 X 1.0°PFH WS STEEL ' 27 OUTSWING THRESHOLD ALUMINUM W/COMPOSITE SUBSTRATE ALUM./COMP. 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - 64 #8 X T PF i WOOD SCREW STEEL y O i Q j N p M —02/27/12 a SUM N.T.S. ° E en JK m W. LFS 3 mam rc FL-1515 255.3 SHM °-�- a per ASCE 7-10 Date : 11/26/2013 Project No. Company Name : Designed By C.Mitchell P.E. Address Description City Customer Name State Proj Location 10619 ne 10 ct Miami FL L Directional Procedure All Heights Building (Ch 27 Part 1) All pressures shown are based upon STRENGTH Design, with a Load Factor of 1 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 2.45 : 12 Slope of Roof(Theta) = 11.50 Deg Ht: Mean Roof Ht = 11.50 ft Type of Roof = Gabled RHt: Ridge Ht = 14.00 ft Eht: Eave Height = 9.00 ft OH: Roof Overhang at Eave= 2.00 ft Roof Area = 2501.00 ftA 2 Bldg Length Along Ridge = 50.00 ft Bldg Width Across Ridge= 45.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc* (33/Zm)A0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/ (1+0.63*( (B+Ht)/Lzm)A0.63) )A0.5 = 0.92 Gust2: 0.925*( (1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm) ) = 0.88 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Figure 27.4-1 External Pressure Coefficients Cp - Loads on Main Wind-Force Resisting Systems 0 e0 ) 11 V) d3 4 Z Id r�l Kh: 2.01*(Ht/Zg)'(2/Alpha) = 0.85 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256*(V)"2*I*Kh*Kht*Kd = 56.57 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 2501.00 ft�2 Reduction Factor based on Roof Area = 0.80 MWFRS-Wall Pressures for Wind Normal to 50 ft wall (Normal to Ridge) wall CP Pressure Pressure +GCpi (psf) -GCPi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.50 -34.22 -13.86 Side Walls -0.70 -43.84 -23.48 wall Elev KZ Kzt qz Press Press Total ft Psf +GCPi -GCPi +/-GCpi ---------------- ------ ----- ----- ------- ------- ------- --------- Windward 14.00 0.85 1.00 56.57 28.28 48.65 62.51 Note: 1) Total = Leeward GCPi + Windward GCPi Roof Location CP +GCpi(pef) -GCPi(Psf) ----------------------- ------- ---------- ---------- Windward - Min Cp -0.64 -40.96 -20.59 Windward - Max Cp -0.13 -16.43 3.93 Leeward Perp to Ridge -0.36 -27.49 -7.13 Overhang Top (Windward) -0.64 -30.77 -30.77 Overhang Top (Leeward) -0.36 -17.31 -17.31 Overhang (Windward only) 0.80 38.47 38.47 MWFRS-Wall Pressures for Wind Normal to 45 ft wall (Along Ridge) Wall CP Pressure Pressure +GCPi (psf) -GCPi (Psf) --------------- ------ ----------- ----------- r Leeward Wall -0.48 -33.16 -12.79 Side Walls -0.70 -43.84 -23.48 Wall Elev Kz Kzt qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ---------------- ------ ----- ----- ------- ------- ------- --------- Windward 14.00 0.85 1.00 56.57 28.28 48.65 61.44 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge CP Pressure Pressure +Gcpi(psf) -GCpi(psf) --------------------------------- ------ ---------- ---------- 0.0 ft to 5.8 ft -0.90 -53.46 -33.09 5.8 ft to 11.5 ft -0.90 -53.46 -33.09 11.5 ft to 23.0 ft -0.50 -34.22 -13.86 23.0 ft to 50.0 ft -0.30 -24.61 -4.24 �I I I ASCE 7-10 Date 11/26/2013 Project No. Company Name Designed By C.Mitchell P.E. Address Description City Customer Name State Proj Location 10619 ne 10 ct Miami FL Roof not shown 2 1 '22' 1 ' 2 15 5 V 13 1 Falls ' a Gable Roof 7<0<--45 a Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon STRENGTH Design, with a Load Factor of 1 Width of Pressure Coefficient Zone °a° = 4.5 ft Description Width Span Area Zone Max Min Max P Min P ft ft ftA2 GCp GCp paf paf -------------------------------------------------------------------------- Zone 1 1.00 1.00 1.0 1 0.50 -0.90 38.47 -61.10 Zone 2 1.00 1.00 1.0 2 0.50 -1.70 38.47 -106.35 Zone 3 1.00 1.00 1.0 3 0.50 -2.60 38.47 -157.26 Zone 4 1.00 1.00 1.0 4 1.00 -1.10 66.75 -72.41 Zone 5 1.00 1.00 1.0 5 1.00 -1.40 66.75 -89.38 Zone 2H 1.00 1.00 1.0 2H 0.50 -2.20 28.28 -124.45 Zone 3H 1.00 1.00 1.0 3H 0.50 -3.70 28.28 -209.31 garage side door 3.00 7.00 21.0 4 0.94 -1.04 63.53 -69.19 front entry door 3.00 7.00 21.0 5 0.94 -1.29 63.53 -82.94 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc: .00256*VA2*Khcc*Kht*Kd = 56.57 psf I