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WS-16-491 Inspection Worksheet Miami Shores Village 1/ 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-256201 Permit Number: WS-2-16-491 Scheduled Inspection Date:April 06,2016 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner. VEJDANI, RAMIN&BETHANEY Work Classification: Door Replacement Job Address:665 NE 97 Street Miami Shores,FL Phone Number 3051758-9375 Parcel Number 1132060171910 Project: <NONE> Contractor: HOME OWNER Building Department Comments REPLACE FRONT DOOR WITH IMPACT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-256117. CREATED AS ug— REINSPECTION FOR INSP-253427. No access Remove moulding to inspect Failed Correction ❑ Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid April 05,2016 For Inspections please call: (305)762-4949 Page 30 of 45 Miami Shores Village ' *� 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 Phone. (305)795-2204 Expiratton: 0 /0612016 Project Address Parcel Number Applicant 665 NE 97 Street 1132060171910 RAMIN 8<BETHANEY VEJDANI Miami Shores, FL Block: Lot: Owner information Address Phone Cell FRAMIN&BETHANEY VEJDANI 665 NE 97 Street 3051758-9375 MIAMI SHORES FL 33138 Contractor(s) Phone Cell Phone Valuation: $ 500.00 HOME OWNER Total Sq Feet: 00 Type of Work:REPLACE FRONT DOOR WITH IMPACT Available Inspections: No of Openings:1 Inspection Type: Ype: Additional Info: Final Classification:Residential Review Building Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $0.60 Invoice# WS-2-16-58779 DSPR Fee $2.00 02/232016 Credit Card $50.00 $79.60 DCA Fee $2.00 Education Surcharge $0.20 03/102016 Credit Card $79.60 $0.00 Notary Fee $5.00 Notary Fee $0.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $0.80 Total: $129.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS 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 zonniine. 3a ark,Is a above-named contractor to do the work stated. March 10,2016 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy March 10,2016 1 Miami Shores Village g FEB 3 2016 Building Department 7BY: � , 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 J Tel:(305)795-2204 Fax:(305)756-8972 �✓ `! INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20/y BUILDING (waster Permit No.6V5 a r PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL r-1 PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: C City: Miami Shores County: Miami Dade Zip: i Folio/Parcel#: Is the Building Historically Designated:Yes NO ✓ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: C OWNER:Name(Fee Simple Titleholder): Phone#: Address: YAAC 413 City: State: / Zip: Tenant/Lessee Name: Phone#: � Email: L -I'lc�y�/r•''��� atm. ee, CONTRACTOR:Company Name: C.v30Phone#: Address: City: State Zip: Qualifier Name: Phone#: State Certification or Registration M Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Square/Linear Footage of Work: Yy_ o#Work• ❑ Addition ❑ Alteration New Repair/Replace ❑ Demolition Descripxioa of„r • c t7—x,. I MpRe Specify color of color thru tile: Submittal Fee$ : r+;® • C?;r Permit Fee$ l0 � CCF$ O' 66 CO/Cc$ Scanning Fee$ Radon Fee$�' DBPR$ Notary$ Technology Fee$ h• �� Training/Education Fee$ f7 Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (RevisedO2/24/2014) 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. /n 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 instrumWt was acknowledged before m this The foregoing instrument was acknowledged before me this day of s 20 by day of .20 :by � � 1 ,,r>Z ,who is personally known to ,who is personally known to 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 PUBLIC: NOTARY PUBLIC: Sign: Sign: Prin Print: Seal a Notary Public State of Florida Seal: Joanna M Feliciano My Commission FF 082753 o►n Expires 01/122018 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) s Miami Shores Village .� age Building Department artment 10050 N.E.2nd Avenue R1 Miami Shores, Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 OWNER BUILDER E U LDER DISCLOSUR STATEMENT NAME: n V 1 DATE: ';d 101 ADDRESS: N Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,F.S 489.103(7).And I have read and understood the following disclosure statement,which entities me to work as my own contractor;i further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor.You have applied for a permit under an exception to the law.The exemption allows you,as the owner of your property,to act as your own contractor even though you do not have a license.You must supervise the construction yourself.You may build or improve a one family or two-family residence.You may also build or improve a commercial building at a cost of$25,000.00 or less(The new form states 75,000).The building must be for your own use and occupancy.It may not be built for sale or lease.if you sell or lease a building you have built yourself within one year after the construction is complete,the law will presume that you built for sale or lease,which is a violation of this exemption.You may not hire an unlicensed person as a contractor.It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances.Any person working on your building who is not licensed must work under your supervision and must be employed by you,which means that you must deduct F.I.C.A and with-holdings tax and provide workers'compensation for that employee,all as prescribed by law.Your construction must comply with all applicable laws,ordinances,buildings codes and zoning regulations. Please read and initial eachara a h. P i3�" P 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner-builder permit under an exemption from the law.The exemption specifies that 1,as the owner of the property listed,may act as my own contractor with certain restrictions even though I do not have a license. Initial_ 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. 1 understand that,as an owner builder,I am the responsible party of record on a permit.I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit flied in his or her name instead of my own name.l also understand that the contractor is required by law to be licensed in Florida and to fist his or license numbers on permits and ntracts. Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding.i may also build or improve a commercial building if the costs do not exceed$75,000.The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease.If a building or residence that I have built or substantially improved myself is sold or leased-within 1 year after the p Y Y construction is complete,the law will presume that I built or substantially improved it for sale or lease,Which violates the exemption. initial 5. I understand that,as the owner-builder,I must provide direct,onsite supervision of the constructio Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence.It is my responsibility to ensure that the persons whom I employ have the license required by law and cou ty or municipal ordinance. Initial 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that erroneously Implies that the property owner is providing his or her own labor and materials.I,as an owner-builder,may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property.My homeowner's insurance may not provide coverage for those injuries.I am willfully acting as an owner-builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial_ 8. 1 understand that(may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by me,which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.I understand that my failure to follow these may subject to serious financial risk. Initial- 9. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,i will abide by all applicable laws and requirement that govern owner-builders as well as employers.I also understand that the Construction must comply with all applicable laws,ordinances,building codes, and zoning regulations. Initial 61 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the United States Small Business Administration,and the Florida Department of Revenues.I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbor/pro%ilb/index.html Initial- 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial- 12. nitial12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the form on that i have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a license,the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court.it is also important for you to understand that,if an unlicensed contractor or employee of an individual or firm is injured while working on your property,you may be held liable for damages.if you obtain an owner-builder permit and wish to hire a licensed contractor,you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit.A copy of the property owner's driver license,the notarized signature of the property owner,or other type of verification acceptable to the local permitting agency is required when the permit is issued. -t Was acknowledged before me this da of TC�)t'vi�., 20 i Y B 2 � qe,)` '`l who was personally known to me or who has � � � DESfy��i��i Produced there License oro" � s as identification. � � 4A4 & M" &&. ���•oo *: • AWLE-Mcw C &Xj N %-0. s0 0 es ER 't��ft NOTARY �-'i7.o •�;;:..••'aFo````. ECEIW7ED Ft_..- '!16 13 FEB 2:3 2016 BY:, PERMIT Miami shores village ITY APFROti'ED BY DATE ZONING DEPT G� BLDG DEPT ALL FEDERAL opySUBJECT-i•O CCIv1PL1ANCE WITH r UL -A-nONs i t I rJ ...... . .. ...... • • • • • •••••• _ F r MIAMIO DE MIAMI DADECOUNTY k PRODUCT CONTROL SECTION i DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 F NOTICE OF ACCEPTANCE (NOA) w w.miamWade.eov/ec000mv F.P.G.Wholesale,Inc. 7190 Coral Way Miami,FL 33155 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 stated 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"CondoorImpact"8'.0"Outswing Glazed Wood French Doorw/wo Sidelites-L.NLI. APPROVAL DOCUMENT: Drawing No.W09.29,titled"Out-Swing Wood Patio Door(L.M.I.)", sheets 1 through 8 of 8. dated 05/11/09, with revision D dated 09/16/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL 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 date 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 any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and-skall No available.f .Wspection at the job site at the request of the Building Official. This NOX revises ag1 is 4A 140A No. 12-0514.21 and consists of this page 1 and evidence pages E-1 . .. . . ... and E-2,j%wefigs;&4.v�djUm .n!mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. • •• NOA No.15-0615.03 td1AM�•tx4Dt1 Nrym •• • Expiration Date: August 25,2020 Approval Date: October 08,2015 f 7 Page 1 F.P.G.Wholesale,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1 A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0503.02) 2. Drawing No.W09-29,titled"Out--Swing Wood Patio Door(L.M.I.)",sheets 1 through 8 of 8, dated 05/11/09, with revision D dated 09116/1.5, prepared by AI-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 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 an OS French door, prepared by Hurricane Engineering and Testing,Inc.,Test Reports No. HETI.09.2501, HETI-08-2119A, HETI-08-2119B and HETI-08-2172, dated 11/23/09 and revised on 07/15/10,all signed and sealed by Candido F.Font,P.E. (Submitted under NOA No.1 0-0503.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition(2014),dated 06/03/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0909.10 issued to Polymer Extrusion Technology, Inc. dba Glasslam for their "Glasslam Safety-Plus R Glass Interlayer" dated 09/27/13, expiring on 08/07/18. 2. National Casing data-/specification sheet of National Casing WUP 4379 Adhesive. 3. National Casein data-/specification sheet of National Casein 5881 Adhesive. .. ... . . . . . .. •• ••• •• • • • •• Manu er P.E. Product Cont 1 miner ••• •�• ••• ••: •': .'• NOA No.15-0615.03 •• •• •• • •• : : Expiration Date: August 25,2020 ••• •• ••• ••• ••• ••• Approval Date: October 08,2015 • E-1 OV • •• •• • • • •• •• ••• • • • ••• • • F.P.G.Wholesale,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014), and of no j financial interest,dated 05/26/15,issued by Al Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Reports No.HETI-09-2501,HETI-08-2119A, HETI-08-2119B and HETI-08-2172,issued by Hurricane Engineering and Testing, Inc.,dated 11/23/09 and revised on 07/15/10,all signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 10-003.02) G. OTHERS 1. Notice of Acceptance No. 12-0514.21,issued to F.P.G. Wholesale,Inc.for their Series "Condoor Impact" 810" Outswing Glazed Wood French Door w/wo Sidelites — L.M.I.", approved on 07/05/12 and expiring on 08/25/15. 00* . . . .. • . .. • • • • • . • • . 000 • • .• • • • 000 Manuel Per P Product Control Exdmider • ••• 00 ••• ••• 0. NOA No.15-0615.03 ••: : • •• •0 • •• : : Expiration Date: August A 2020 ••• :• :06 ••• 0•• ••0 Approval Date: October 08,2015 E-2 ••• . • • • 0 •0 • • • •• •• • • • •• •• BOLT LENGTHSW LEAF - 4 _ 44'LEAF HT.-30=LONG C lot I-AD/SILL 80'LEAF HT.m 28'LONG s'MAX i g•wX, HEAD/SILL B'MAX. FALSE ANTED A Lj�{CONCEALED 24'MAX � 22 1/B' D HEAD/SILL MAY 8E USED '1CORNERS OA.O. 4 D.L.OPG. 4 �� � I s __��5"• ----Iti.\-_ a // \\ e7��g Voo o •/ i H i u m • • \ / Ot •••� • g • • g • • • 0.0 • � INACTNE .�. ACTIVE ,/ INACTrvE1 . $ o •••• • o: z i • E •:•• • •••. : ••• ALIb CI • • •• •4 •• FLUSH BOLTS 4 11 t 0. •••• • •••• 31"MRX.• 37 3/4'MAX. $ 38'MAX. 37 3/4'MAX. 3/4'MAX • • IFAf WIDTH LEAF WIDTH LEAF WIDTH LEAF WIDTH C� •••• SIOELRE WIDTH 74 l2'MAX. 180 1/2'MAX. FRAME WIDTH FRAME WIDTH 4UT-BUYING {MOOD PATIO DOOR 3YTI A ATTON R� RB APPROVAL APPLIES TO SINGLE()0 ANO DOUBLE (XX)LEAF DOORS WITH OR WITHOUT SIDELITES. $ SITE LITES CAN BE ON ONE SIDE OR BOTH SIDES OF DOOR SEE SHEET 2 FOR DESIGN LOAD CAPACITY. PRODtICTRMIaD W*11**ftoFn�olidoTHIS PRODUCT HAS BEEN DESIGNED ANO TESTED C CONPLY TAIH THE •0'3 I,AjI�. INSUL. GLASSc•HURRIT REOUICANE ZO E THE FLORIOYI BUILDING CODE INCLUDItXi HIGH VELOCITY SOLID WOOD INSERTSHURRICANE ZONE(HVNZ).WOOD BUCKS Br OTHERS.MUST BE ANCHORED PROPERLY TO TRANSFER LARGE MISSILE IMPACTLOADS TO THE STRUCTURE. ANCHIN�SHALL LTE AS LISTED.SPACED AS SHOWN ON DETAILS,ANCHORSJAVAD g EMBEDMENT TO BASE MATLRWL SHALL BE BEYOND WALL DRE�tG OR STUCCO. THESE DOORS/SIDEUTES ARE RATED FOR LARGE&SMALL MISSILE IMPACT. AHM • ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE SHUTTERS ARE NOT REQUIRED. F CAM Toe•2 3a7g NOT PART OF THIS APPROVAL. � } A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO HOOD ONLY. g,� ALL SHIMS TO BE HIGH IMPACT.NON-METALLIC AND NON-COMPRESSIBLE. ,15 THE APPAM PRODUCTS NOTED H04EN ARE DEAR FROM PRESERVATIW TREATMENT PER dra•ing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT FLOR=BUILDING CODE WHCH EXEMPIS WOW SPECIES LISTED AS'DURABLE. CONE INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE THE SPECIFIC PRODUCTS HEREIN ARE EXEMPTED WOOD SPEerET;BASED ON USDA LISBNO AND MOST wfl9--Z9 REQUIREMENTS OF THE FLORIDA BUILDING CODE. HAVE A SPEWC GRAWTY EQUAL TO OR M6HER THAN THE REFERENCED SPECIES. ahaet of S SINGLE LEAF(1)OR DotiDla LEAF()pC}DOORS LEAP LEAF LFAF STATIONARY PANEL(0)OR DOORS 07TH SIVELTISS W7 W2 wt W2 Wt DESIGN LOAD CAPACITY—PSP WIDDI WIOTFL —W—DTH DESIGN LOAD CAPACPIR—PSP' WAGING 1TPES 6gpp,T, S W LEAF WIDTH LEAF HEIGHT 'A'.'8'.'C OR'D' \ HEKW W.'8'.'C OR'0' / \ / Z Q3 MAL FT./N. Exr.(+) NT.(—) � \\ wF� �- �o+) .() F 2/0 BOA 60.0 a 2/6 8/0 80.0 60.0 = 2/8 5/0 Sao 6OA 3/0 80A 80.0 \ \ / 3/0 60.0 8a0 h W1 W2 Wf W1 W2 X XX GOLD CAPACITIES ON THIS SHEET AREBASED •. A FLORIDAORBUWNG COMMISSION GUSTS) \\ \\ • • • DECLARATORY STATEMENT OCA05—DEC-219 •••• • s�... •• : WIDTH (W) Wi 2 W2 v • • • • (FOR DOORS WRH SIDaS S) ix• •••• • .• •• •• •• ZO ... »' •00:4• SILICON BEAD • •••.•• 50.LCONE BEAD SPICONE READ p, •••4• DOW 88S• •••• con"998 DON CortwNe 9ss OECOPATME MOLONi p >n m • • 3� OPTOOKAL i TE{�P. 6.•.•• 1/8'TEMP.GLASS 1/a"TEMP.GLASS $ 3 • 00040• O.1GI Off' m b1oyyeerr Rio•MLerioyer� o.LO'4�terby; 1-11/16" WOOD AN T V' o • � S �y..pl�*.••• Cfeeetom Sole Pltm R Glmaiem Sotety—PWS D LAMNATED WOOD By'Polymer EXhueloo ah-r. Im. BY'Potpm Extrwaon Teohnofowq bw.' By'Polymer EXAM"Teetnwlogy,MO.' -GLAZWO 9,-87 OR C,C Z 8 •• % EYP.GIA •6 3/16'TEMP.GLASS 1/e'TW.GLASS BRAD 1-3 4'LONG 4 W •••• • 8'AIR SPLICE• 0 3/8'AIR SPACE 3 8'AIR SPACE 1�FROM EldD3 BD%t-3 4'LONG ~J' la.^A / &3'O.C.MAX. &tA0 O 1/8'TEMP:GLASS 1/8'MAP.GLASS 1/8"TEMP.GLASS Y FROM� &3•oa MAX 80 X 1-3/4-LONG 66%1-3 4`LANG BD X 1-3/4"LONG @ BRAD BRAG 1'FROM ENDS 1'FROM ENDS y� BRAG M E z a &3'O.C.MAX. 'a &3'O.C.MAX. �,i43 & FROM MAX. a ( i N SUPER c SPACER 4 PREMIUSUPER M O P t1SUPER M le yg�� BY OIIAHFX �, [CON37 pj SILICONS � C EJtMNfi 895 C Y PLOYSEAM ACRYLIC � PLOYSEAM ACRYUC FQ PLOYSFAM ACRYLIC _ (d g 8 GLAZING TYPE `B' GLAZING TYPE 'C' GLAZING TYPE 'D' GLASS T1ITHIN WOOD INSET OPTION amu a 1'OVERALL.TH004ESS 1'OVERALL THICKNESS 1'OVERALL.THICKNESS PRODUCT REVISRD WOOD D1SET OPTION aemmplyfug�vltbWaPlolids >� c0ft Eagr JAYao AHUAO _ i BRAD NAILS TO COMPLY WITH ASTM F 1667-13 Aa No p'�3 FIAmm GLAZING OP'T'IONS B' CA& SEP 3�ob MAX. ARIA OF GLASS TYPES 'A' OR 'B.......13.0 S . FT. drawing no. MAX. AREA OF GLASS TYPE 'C.....................10.4 SQ. FT. W09-29 MAX. AREA OF WOOD INSET..........................13.0 SQ. FT. 61Toet 2 of 8 rnonH EnF Wwrf,, Wront wromMF wront I I (MFGAnk 0 F A 3q �{j5, gat • / U • � / Z Gee 0 • • a • • • •. •••• z 0 go •9064 0• • •••••• X c • • • •'i • 4 0 CL LEAF PATTERNS AS SHOWN ABOVE OR SIMILAR WITH VARIOUS FINISHES ^g AND DECORATIVE MOULDINGS GLAZED WITH GLASS OR SOLID WOOD INSERTS c ARE ALSO ALLOWED. c<m c MINIMUM DIMENSIONS: En TOP AND BOTTOM RAILS.........................5-1/2- LOCK AND HINGE STILES........................5-1/2" r. tyre t INTERMEDIATE STILES...............................5-1/2" Fla PCa > ` CAJL SEE SHEET' 2 FOR MAX. AREA OF GLASS, WOOD INSERTS AND DESIGN LOAD CAPACITY. as wmucr 14—•Ids dm Mable = c0b6b -O3 $ Z0 drawing no. p� W09-29 sheat of CHORS SOLT SUPPORT AT WJD/SILL ALUM STRWE PLATE �-�En� TYPICAL TIPICN.ARMW pO AM STRAP avow EMBEOED IN WOOD FOR SPApNG tty�fff �Gt SEE ELEV. 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OR MASONRY F� d •i•• • i W 1-1/4" MIN. EMBED INTO CONCRETE(F AD/SILL) 0 n Is 1-1/4" MIN. EMBED INTO CONC. OR MASONRY(JAMBS) p #14 SMS OR SELF'MUM SCREWS (GRADE 2 f� 3 INTO MIAMI-DARE COUNTY APPROVED MULLIONS (MIN. THK. 1/8' INTO METAL STRUCTURES STEEL : 1/8"THK. MIN. (Fy = 36 KSI MIN.) >3 1 ALUMINUM 1/8"THK. MIN. (6063-T5 MIN.) AT 3-18 FROM EPOS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) AND 1V O.C.MAX. TYPIC& EDGE ��ANCE 3 INTO CONCRETE AND MASONRY= 1'MIN. 3 INTO WOOD STRUCTURE = 3/4" MIN. © O� INTO METAL STRUCTURE = 1/2" MIN. 4 WOOD AT HEAD OR JAMBS SO o 0.55 MIN. O<m u o 13 CONCRETE AT HEAD,SILL OR JAMBS Po=3000 PSI MIN. 5 t CfREVm C-90 NORMAL WEIGHT fKOLLOWA1U.ED BLOCK AT JAMBS I'm = 2000 FSI MIN. PROWN 4dMg4dM MSwdaa g6tllsFlaidm Emgr: ASE.AEpIAO ® n g CCood � 70MTa �TdfPICAL°ANCH�LSo 4 a,�.'a. :-v,.• a. vo.° I a u., •.,� vl.. PoR POLYURETHANE ��E < I1EV . drawing no. EDGE GIST. EDGE OST FOR SPACING t5 W09-29 JDooR TJNXTS SID LITE UNITS aheot 4 oI 8 1 RFI SCREWS a!PAINS �w © %1-3/4"M" 0 (10)AT FISH END 3t AT tYBROA.00.MAX. AT 3/8"FROM ENDS ACrIeE AND Y O.C.MAIL MACMVE LEAF tYPIQAI.AWN= sm Ll ELEv. Fdt SPACDXF it v 3 2 2 8 mxr { SCR m 8 1/Y MRL p,L p AT 1$�3J4'FROM ENDS DISET NAD1H • "� o••' AND 8"O.C.MAX. • • } • • •••i tFAF VMIHEXTERIOR $ •••• • f • • • LF/W WIDiH v � • c • • • • • •••••- •••• • -• • AC'PIYE L$AI, INACTFPE LEAF ap N • • TIPMAL > FOR 3 gill 8 •`."T. v»�� ,.' 1S 8 1/2'MRL Ry W WOW DOWELS O 8 1/2"MIN. RfSE1'WIDTH ..'• ,/:'' SEE SHEET 8 FOR LOCMW {;,r LEAF WIDTH EXTERIOR LEAF WR>TII 8 8>( amu o 1/4 MAX FNAME woo SNDI aw PRODUCr FlA.P8 702 '� �,• a WRh�Fhdit �° aloWing 110. :ti 22 201! W09--29 V.V ro 1 z � F � a SEE ECEVANp" EOR SPACM /S" O %2•Eli Sus I/4•X 2-1/d•RW TAPCONS ® � X6083-rs2) Q s Ar s-a/a'ERoa a�os AND s•o a FROM MAY. AND 14-7/4'O.C.AIA%. A6 X 3/4'FN SMS W AT 1•FROM ENDS& 10-t/-1/ 2"O.C. • • • • • � a a P�XTERIOR 2 � �; ••• 1 • • 6�/2 DL OPo. S 1/2'uW. 8 1/2•�1. D.4 opo. U p • z o IL U •..• • •• • • «STH Y<IDitt 0.� • • • • i • • 1/�11W(. • •• FRAME WM • •••• • •••its+ • • • ••.• sa 10.ANCHORS DOWLWCONE SEE aRAC DOW CORNWO TRR EOR 9;EM; b DNA 0 MU& m STRUCTURE c amu o Emn�Moo ?_ •� I/4'YAX. RA.PE 1""2 PWWCTPSMED SHRI as�vmpt�tls Nto�ida Z •05 SCP 5. 3 2015 dra�r� W09-29 Gaol sheet 6 of 1'--3.925 f PART B am. Duciarm M&TOJAL um./sUITIJ&IMIXAlm {.y 1 - 3/DOOR FRAME HEAD/JAMB wow - im 1.750 , 2 - AS Ed= TOP&DOTTOM RML/H INGE&LOCK SRLE/SMEUTE SIRE W000 t 2S0 ae2 3 - AS RM. ALTERtiATE TOP&BOTTOM RAO./HIKQE&LOCK STLE/SIOELRE STILE WOOD - Q ` 4 - 1 SILL COVER AL ADM F 3.140--M �s.300 8 - 1 NU.FILM WOOD - O FRAME HEAD/JAMB 12 BVTERMEDIATE STILE 8 - 1 FRAME SIU. WOOD I- 3 7 - AS REOD. GLAZDKL READ WOOD I- � c 8 - t ASTRAGAL PLYWOOD AB MARINE QRADE 13 PLY 1.780•-� 1.181 9 - 1 ASTRACAL INTERIOR COVER WOOD i7 10 - - ASTRAGAL DaENOR COVER 9'000 - Q 12 - AS I=. NTERMEMUE STILE VOW - 13 S44 4/LEAF Nifr STEEL OR ST DELTANA n! 14 $10 X 3' 3/CORNER FRAME ASSEMBLY SCREWS FIAT HEAD J319 18 O AMO AS READ. FRAME WFATHERBTRMPNG Q-LON PVC SCHLEGEL 4.713 8.800• • Q GLAZING BEAD WOOD OPTIONS O • 1- SOUTHERN CBERRY • • • s• e••• • • • 2-ANDEAN WALNUT -= • • •• • • e t•� 8-TROPICAL WALNUT 4-W=OAK 41:60 • • • 5-YRSQUSRO • • • SPECffIC GRAVITY=0.50 MON.(E=1.40D.000) o •e ••e••• GRADE 4 2 MN. V 1'X3 000010 *h.492 •• •• MOISTURE CONTENT-12%MM $ z •••i 2 TOQIi QOM� •••s • wx&GLOCK•5TgIE/SIDELITS STILE s SEALANTOO •••• • aoom FRAME& PANEL CORNERS SEALED WITH NATIONAL CASEIN WUP 4379 ADHESIVE. o • • t.7So� ••.••• Q ASTRAGAL, z i e• •• • • •• 1.750 ® f I .MNGES; 4" X 4'X .130'THK. HINGE I p. • • • s it 4 PER LEAF AT 9-3/4' FROM EACH ENO n •••• • • • • t t AND 25-1/2" O.C. 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COVER IN OUTER HOLES MANUALLY OPERATED CONCEALED FLUSH BOLTS 283D BY HAGER OR FPO WITH 5/8"THROW AT TOP& BOTTOM OF INACTIVE LEAF. 4.823 Elgr. ww A191Am }1 1.800 FLA.PCCp 70082 C 7.820 PRODUCTR6VI51'U '36� m rompLy{pgpllmOtt Flwida .x00-1- ' "� ��2aom Do 3 2015 aYaWL�y Iw. SILL covEa SRIIFR FRAME SIS L W09-29 O 5083-TS o WOOD o ---WOE•- eheet ]Cf V.X S/8•WOOD DOWEL F i S•X 5/8•WOOD OOWEL h • • 0000 • •• 0000 • • • • 11 0000•• .� i Z • • • • • •••: • • AAME TOP•C.bkW PANEL TOP CORNER a _ F= t� 000 ♦ •• • 0000 p Q M • • • *00000• • • 0 30 • •• 0000 0000 • WTERMEDWE CORNER Ola= • a • 00:00• -__- �' TZiiOON 0000 • •• • •s•••• v'�" •• • •• 0 0••• S'%5/8'WOOD DOWEL 0000 • 0000 • • • • '�� O 0000 i s6 0 V p PROD=RBVM Eogr: araao •7 cwm A r ubPaa .G73 � 7059' n $ � drawing no. FRAME BOTTOM CORNER (7)1/2'%4-1/2'WOOD DOWELS AT satm/tANataTEo WOOD INSERT 09-2g ON EACH SME AT 9'FROM SOT=arm PANEL BOTTOM CORNER ahaet g of$ 0000 E11:11:= ❑❑❑❑ 0000 SOUTH ELEVATION 1 8$$=1'-0" > I. SEE DOOR 1- N ACTURER'S NOA POOR DETAILS. 2. WIND P ARE BASED ON Tim FLORIDA BUILDING CODE 2014,ASCE-1-2010, WIND PRESSURE DESIGN CRITERIA: V - 1-5 MPH CATEGORY - II EWOSURE m C S. DOOR FRANIE-S/NB WON ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT'S NOTICE OF ACCEPTANCES FPG WHOLE SALE INC.SERIES •CONDOOW-NOA-15-06155. 0—NEW FRONT DOOR'T'-O°x3'-O"i WINO PRESSURE +582 PSF;-415 PSP •••••• •• •• ••••• • •••• •••• ••••• • • •••••• ••• • ••••• • 1 NGELMO tt •'• �•••• ASSOCIATES•PA t� VEJDANI RESIDENCE" EI WVION 250 CATALONIAAVENUE,SUITE 301 SIGNATURE DOOR WIND LOADS CORALGABLES,FLORIDA.33134 Paul Ingelmo P.E. 665 NE 97th STREET MIAMI SHORES,FL 33138 SME owc S 1 0 F:3M481 6010 License No.PE29310 CA 26864 [DATE MecaWind Std v2 . 2 . 7 . 0 per ASCE 7-10 - 1� Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.cora Date 3/5/2016 Project No. Company Name Ingelmo Associates Designed By Ingelmo Associates PA Address Description Front door replacement City Coral Gables Customer Name Vejdani Residence State Florida Proj Location 665 NE 97th. St. Miami Shores, File Location: C:\Users\Paulinusl\Desktop\MECAfilesr\VejdaniResidence.wnd Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 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 Pitch of Roof = 4.105263 12 Slope of Roof(Theta) = 18.89 Deg h: Mean Roof Ht = 11.75 ft Type of Roof = HIPPED RHt: Ridge Ht = 15.00 ft Eht: Eave Height = 8.50 ft OH: Roof Overhang at Eave= 1.50 ft Overhead Type = OH w/ soffit Bldg Length Along Ridge = 35.00 ft Bldg Width Across Ridge= 35.00 ft Length of Hipped Ridge = 1.50 ft Roof Slope on Hip End = 19.60 Deg Gust Factor Calculations 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)^0.167 - 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.93 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.89 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 Wind Pressurs Main Wind Force Resisting System (MWFRS) - Ref Figure 27.4-1 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 = 33.94 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 1588.00 ft^2 Reduction Factor based on Roof Area = 0.80 MFRS-Wall Pressures for Wind Normal to 35 ft Wall (Normal to Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 0000 Wall CP Pressure Pressure 0 0 0000 0000•• +GCpi (Psf) -GCpi (psf) ••00 i • • 00 --------------- ------ ----------- ----------- • • • • Leeward Wall -0.50 -20.53 -8.32 •00000 so ** 00.00• • Side Walls -0.70 -26.30 -14.09 000000 •0000 • • •0.00• Wall Elev Kz Rzt Cp qz Press Press Total••000• so 0000 0000• ft psf +GCPi -GCPi +/-GCpi �� • • ---------------------------------------------------------------- 00•• •0• • ••0•• Windward 8.50 0.85 1.00 0.80 33.94 16.97 29.19 37.02 •• •• 0000•• • 0.00•• • • Roof Location CP Pressure :Pr&s:re • • •00•i• +GCPi(Psf)-GCpi(psf) •00000 -----------------------------------------------------------------6---i-i--- 0000•• Windward - Min Cp -0.39 -17.36 •• -6.14 000�•• • • Windward - Max Cp 0.09 -3.51 8.71 00 • Leeward Norm to Ridge -0.58 -22.84 -10.62 Hipped End (.00 to 5.88 ft) -0.90 -32.07 -19.86 a Hipped End (5.88 to 11.75 ft) -0.90 -32.07 -19.86 Hipped End (11.75 to 23.50 ft) -0.50 -20.53 -8.32 Hipped End (23.50 to 38.00 ft) -0.30 -14.76 -2.55 Overhang Bot (Windward only) 0.80 23.08 23.08 Notes - Normal to Ridge Note (1) Per Fig 27.4-1 Note 7, Since Theta > 10 Deg base calcs on Mean Ht Note (2) Wall & Roof Pressures = Qh*(G*Cp - GCPi) Note (3) +GCpi = Positive Internal Bldg Press, -GCPi = Negative Internal Bldg Press Note (4) Total Pressure = Leeward Press + Windward Press (For + or - GCPi) Note (5) Hipped ends considered as parallel to ridge for all theta. Note (6) Ref Fig 27.4-1, Normal to Ridge (Theta>=10), Theta= 18.9 Deg, h/1= 0.34 Note (7) Overhang bottom based upon windward wall Cp and GCpi = 0. MnM-Wall Pressures for Wind Normal to 35 £t wall (Along Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.50 -20.53 -8.32 Side Walls -0.70 -26.30 -14.09 Wall Elev Rz Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ------------------------------------------------------------------- Windward 15.00 0.85 1.00 0.80 33.94 16.97 29.19 37.51 Windward 8.50 0.85 1.00 0.80 33.94 16.97 29.19 37.51 Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf)-GCpi(psf) ---------------------------------------------------------------- Roof: 0.0 ft to 5.9 ft -0.90 -32.07 -19.86 Roof: 5.9 ft to 11.8 ft -0.90 -32.07 -19.86 Roof: 11.8 ft to 23.5 ft -0.50 -20.53 -8.32 Roof: 23.5 ft to 38.0 ft -0.30 -14.76 -2.55 Notes - Along Ridge Note (1) Ref Fig 27.4-1, Parallel to Ridge (All), h/1= 0.34 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" _ = 3.50 ft Description Width span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf ----------------------------------------------------------------------- windows 2.00 5.00 10.0 4 1.00 -1.10 40.05 -43.45 windows 2.00 5.00 10.0 5 1.00 -1.40 40.05 -53.63 doors 3.00 7.00 21.0 4 0.94 -1.04 38.12 -41.51 doors 3.00 7.00 21.0 5 0.94 -1.29 38.12 -49.77 0 4.00 10.00 40.0 5 0.89 -1.19 36.44 -46.41 walls 4.00 10.00 40.0 5 0.89 -1.19 36.44 -46.41 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc:.00256*V^2*Khcc*Kht*Kd = 33.94 psf •••• • • •••• •••••• •••••• •• •• •••••• • •••• •••• • • •••• •••• ••••• •••••• ••• • ••••• •• •• •• •••••• • • • • • •••••• S ,R�s MiamishoresViliage U� Building Department 10050 N.E.2nd Avenue �� Miami Shores, Florida 33138 ��pR�A Tel: (305)795.2204 Fax: (305)756.8972 BUILDING CRITIQUE DATE: 02-23-2016 PERMIT NUMBER: 16-491 1. Specify the size of the opening on the sketch and the wind pressure. 2. Provide site specific or generic wind pressure calculation. Ismael Naranjo, B.O, CFM Building Director