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WS-15-3125 "" �� PKI,Y,geCnops � Miami Shores Village � +eain+aiSllutl ]D - OWS4RPROVED 10050 N.E.2nd Avenue NW 1Woa laic l a i�r ReplaaineMiami Shores,FL 33138-0000 Phone: (305)795-2204Expiration: 0 /19/201 Project Address Parcel Number Applicant 157 NW 92 Street 1131010331010 Miami Shores, FL 33150- Block: Lot: DARRIN GAYLES Owner Information Address Phone Cell DARRIN GAYLES 157 NW 92 Street (305)984-1153 MIAMI SHORES FL 33150-2228 Contractor(s) Phone Cell Phone Valuation: $ 1,700.00 HOME OWNER Total Sq Feet: 0 Type of Work:REPLACE FRONT DOOR Available Inspections: No of openings:1 Inspection Type: Additional Info: Final Classification:Residential Review Building Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 DBPR Fee Invoice# WS-12-15-58094 $2.00 12/22/2015 Credit Card $81.20 $50.00 DCA Fee $2.00 Education Surcharge $0,40 12/17/2015 Credit Card $50.00 $0.00 Notary Fee $5.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $131.20 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 fo nformation is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoni u rmor riz a above-named contractor to do the work stated. December 22, 2015 Authorized Slgrlaturewner / plicant / Contractor / Agent ate Building Departme Copy December 22,2015 1 -C2 Miami Shores Village g DC1 '72015 �. Building Department - • 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 LI INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2014 BUILDING Master Permit No.V\fSIS--'Z)IfJ PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1.57 JY y�/6tl g9hI lr etef City: Miami Shores County: Miami Dade Zip: 331:5619 Folio/Parcel#:1/'3/Lil- 033'""lD/O Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BF/E': FF1E:: OWNER: Name(Fee Simple Titleholder): !�_Cc r - < ILS Phone#-&V:5)�7 �1I�3 Address: 15 7 /y�I/ qoW/ `5[ �ee-(- 3 D City: 110(/y1 1 514drAS• State: Zip: 3IS Tenant/Lessee Name: AW Phone#: Email: Darr'lo Gaio(e!< �1�1iia��- 'C'em CONTRACTOR:Company Name:- Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: / City: State: Zip: Value of Work for this Permit:$__!� 7t,-0i c90 Square/Linear Footage of Work: Type of Work: ❑ Addition /❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee$ r Permit Fee$ A CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip . Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fe i e charged. Signature Signature OW ER or AGENT CONTRACTOR The ;-Pforegoing in ent was acknowle ge before me this The foregoing instrument was acknowledged before me this �.� day of 20 15 , by day of ,20 ,by who is personally known to ,who is personally known to me or who has produced ` �1. .�- 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: Print:!0N t4 fiUL 93 Print: Seal: Seal: .40 Pv'r� Notary Public State of Florida Sindia Alvarez % Qa My Commission FF 156750 0 APPROVED BY (Z l S Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) g 0 Miami Shores Village ' Wine Earn Building Department 10050 N.E.2nd Avenue ��'6 Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: �a C �a ICS DATE: ADDRESS: 1.57 41W -/ �� ✓( f�-C ti `'l�llG1" �S�O� � L 33150 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 entitles 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 each paragraph. 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 I,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 _Z)� 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 filed in his or her name instead of my own name.I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts.an Initial d�tl 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 construction is complete,the law will presume that I built or substantially improved it for sale or lease,which violates the exemption. Initial 5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. Q/� Initial di/ �/ 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 by county or municipal ordinance. Initial _D/co 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 I 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 loe 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 p 6 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 htta://www.mvtloridalicense.com/dbar/aro/cilb/index.html ^� Initial cl4%_ 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: 157fil /92", Initial 12. I agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the information 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. Was acknowledged before me this __day of — 0 (j By � 4 who was personally known to me or who has Produced there License or as identification. tp9a avo� Notary Public State of Florida Sindia Aivarez a< My commission FF 156750 NER NOTAR oRa�oQ� Expires 09103/2018 R _ M®SIDE M MI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11803 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DMSION T(786)315--2590 F(786)315-2599 NO'T'ICE OF ACCEPTANCE(NOA} www.miamidade.¢oyleconomv 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 Gounty 13roduct Control••- Section that this product or material fails to meet the requirements of the applicable buAding gadv • This product is approved as described herein, and has been designed to comply Mfif the Mod&BuildfAl .Code,including the High Velocity Hurricane Zone. 000000 • .0.0% DESCRIPTION:Series`�Condoor Impact"8'-0"OuW&g Opaque Wood Frenclf Door W/wo=fii'e's-L U... APPROVAL DOCUMENT: Drawing No. W10-11,titled "Out-Swing Wood P165'boor(MIl sheeis"'� 1 through 8 of 8, dated 03/11/09, with revision D, dated 09/16/15, prepared V* Xj-Farooq �orporatiosi,,� signed and sealed by Javad Ahmad,P. E., bearing the Miami Dade County Pro*ctmCQntrol Revision stain.:. with the Notice of Acceptance number and expiration date by the Miami Dade County Ii nWer Control - Section. 0"00 i • ... :0600: MISSILE IMPACT RATING:Large and Small Missile Impact Resistant 00 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 shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No.12-0514.22 and consists of this page 1 and evidence pages&1 and &2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. Approval Date: October 08,2015 NOA No. 15-0615.04 hn'4MFD®uNW Expiration Date: August 25,2020 1�JQ111fij ( 1 Page 1 * I F.P.G.Wholesale,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNUTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0503.03) 2. Drawing No.W10-11,titled"Out-Swing Wood Patio Door(L.M.I.)",sheets 1 through 8 of 8, dated 03/11/09, with revision D, dated 09/16/15, 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 302-94:••" •••••• along with marked-up drawings and installation diagram of be French door,.prepared'. by Hurricane Engineering and Testing,Inc.,Test Reports No. I`I-09 t5dt, :*666: HETI-08-2119A,HETI.08 211911 and HETI-08-2172, dated*.11423/09 and sevise&W•: 07/15/10,all signed and sealed by Candido F.Font,P.E. '...•' :00000 ••••• (Submitted under NOA Aro. 10-003.03) : ...... ... . ..... .. .. .. ...... C. CALCULATIONS .•• • . . . ...... 1. Anchor verification calculations and structural analysis, opmplxing with BC Edition(2014),dated 06/03/15,prepared by Al-Farooq CorpoMdofi,sipjj1 3d seated 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. National Casing data-4 specification sheet of National Casing WUP 4379 Adhesive. 2. National Casein data-/specification sheet of National Casein 5881 Adhesive. Mai uel rer4 P.E. Product Contra miner NOA No.15-0615.04 Expiration Date: August 25,2020 Approval Date: October 08,2015 E-1 a• 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 financial interest, dated 05/26115, 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-08-2119D 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 Na.X 0.1503.03) G. OTHERS 1. Notice of Acceptance No. 12-0514.22,issued to F.P.G.Wholesale,Inc. for their Series "Condoor Impact" 8'0" Outswing Opaque Wood French Door w/wo Sidelites - L.M.I.", approved on 07/05/12 and expiring on 08/25/15. :000:0 • . ••f••• u u . c •.•••• • •••••• •••••• • • • • • • f••••• • • • • • •• Mansel P ez, .E. Product Controlxa iner NOA No.15-0615.04 Expiration Date: August 25,2020 Approval Date: October 08,2015 E-2 This property described as: All of Lot 18 and the East 1/2 ` of Lot 17, Block 134 MIAMI SNORES SECTION NO. 6, _ - - - according to,-the Plat: -thereof, as recorded in Plat Book 10, Page 39 of the P o%o p p Public miami-DadeCounty, Florida. 7,5� So 6 truce � 1 IYV e,7 o.ze -�►a �� - - fist ---�"_ . � � 6666• o • • • 6666•• 171 �7- rn tK • • • • a 4� • • 6666•• Z 6690• : 66:•66• N 00.00 •9•• • 0• •• • • • 00* t1 !q '� 0 so • • • •j•••9.�.7tv i 6666•• A41 Sig, •� 0 •0 a •• • ,..f{ •• • 6s•0•• t0 000 • • • r t 4L . r • � /5.12 0 !t+•S�• 0.45'r � f ,� DC � 72015 t� , �oc.�r/on` .� s�o �c� oil � �-Zzw� Tt a I .- .� r f `•--••, US /5.55 �i9 (- � ;-.�,., O L 75'�V (a) ev PROPERTY OF: Gayler, Darrin P. , 157 N.W. 92nd Street, Miami Sho.res.,:. F1Qridia Idle n 22' �a�yr A BOUNDARY 33150 ® /� �or�Al.luwnuoul ntesu:nxruRE SURVEY A:YD mORWINAt.Rd1SEDSEALOF i Aeby certify that the survey repro- 1.:1NNES AND GAIWI:1. INC. KORIDAUVE.'V.NF.DSt'Rt'F)OR 1-13.#2998 .��G' ° _�G'r9°• a�D at eerR rented hereon meets the minimum y technical standards set forth by the Board s y 1 x ,v,4r<s 11 it�'}:l(>IZ1-11 a1 ! 1.121-1.:1. 1) 1. \\P:I2S of Land Surveyors in chapter b1Gi7-b . Florida Administrative Code pursuant to ERNESTO E. ESPINOSA #2946 - _,_ .. Section 4:2027.Fla.Statutes There we no (' encroachments. overlaps, easements FRANCISCO F.' FAJARDO #4767 appeann on the Plat, her [han as sho oto. Officr rddress:3S9 Slcatar.lseour,('oral Gables.bluridr 33134 /YV✓ 92 ao sl. - � (30)Gbtr''MP) (954)523-86bj ,Mur.eu6v►.rott u. rr►Ittw 1 I1:L ) U�'14 SCALE DRAWN 13Y UIZWG. NO A•t - �i s� 12 0 9 /�� dpi 14,10. 110264 3-16-10 Recertified, Cert1tied Toj,, ity anCL J!'100a Into Heylsea. 218106 A-FWN7 SURFACE BOLT LENGTHS r y g6" LEAF HT. - 42" LONG 6" MAX. S4" LEAF HT. - 30` LONG HEAD SILL 80" LEAF HT. = 26" LONG " J HEAD/SILL MAX. 6' MAX, o CONCEALED MAX HEAD/SILL 5° M. z 3r 4 FLUSH BOLTS CORNERS 24" MAX. 22 1/8" D HEAD/SILL Q -� D-LO. D.L. OPG. 4 CORNERS . tL O G H. \ ti 6 1J \ 0 m \ w i = _ z 5 rl 01 !i W 4m J g \ C) Z 101, ACTi1l£ : • AQ• � •••••• ACTIVE / INACTME •• �' Ll c•� •• 1 77 •••• • _ �.m •••••• C CONCEALED m ••• t44, �••••� 4 FLUSH BOLTS 0 4 as ••• C`!•a .• .. U s0 •••• Q,[A• • ••••• 36" MAX, 37 3/4" MAX. 38" MAX. 37 3/4" MAX. 37 3 4" MAX. U "•• O ` 000L'-r' �' •..•:• LEAF WIDTH LEAF WIDTH LEAF WIDTH LEAF WIDTH • • SIDEUTE WIDTH • • • 74 1/2" MAX. 150 1/2' MAX. • . . • •...•• FRAME WIDTH FRAME WIDTH .. : • . .••. TYPICAL EI EVATIONS S' OUT-- FOOD P 0 D00 APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS 30 WITH OR WITHOUT SIDELITES. t SIDE LITES CAN BE ON ONE SIDE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITY. PRODUCTREVISED as complying wilb the Itla & THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE Bulldbig Ccdo o REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY Amptm oclo 15o HURRICANE ZONE (HVHZ), irnUonDotc f�'o�© SOLID WOOD INSERTS WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER gy LOADS TO THE STRUCTURE. RaiProduct C LARGE MISSILE IMPACT ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS g Q EMBEDMENT TO BASE MATERIAL SHALL. BE BEYOND WALL DRESSING OR STUCCO. THESE DOORS/SIDELITES ARE RATED FOR LARGE & SMALL MISSILE IMPACT. E"9� 'V` AHM ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE SHUTTERS ARE NOT REQUIRED. pg # 70592 r NOT PART OF THIS APPROVAL. CAN 1538 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. a ALL SHIMS TO BE HIGH IMPACT. NON—METALLIC AND NON--COMPRESSIBLE. THE APPROVED PRODUCTS NOTED HEREIN ARE EXEMPT FROM PRESERVATIVE TREATMENT PER MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT FLORIDA BUILDING CODE WHICH EXEMPTS WOOD SPECIES LISTED AS 'DUR eW. drawing no. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE THE SPECIFIC PRODUCTS HEREIN ARE EXEMPTED, WOOD SPECIES BASED ON USDA USTING AND MUST 282015 W10-11 REQUIREMENTS OF THE FLORIDA BUILDING CODE. HAVE A SPECIFIC GRAVITY EQUAL TO OR HIGHER THAN THE REFERENCED SPECIES. sheet � of $ SINGLE LEAF (X) OR DOUBLE LEAF (XX) DOORS LFA) LEAF LEAF STATIONARY PANEL (0) OR DOORS 1PI'PH SIDELITES WIDTH Wt W2 WiW2 Wi DESIGN LOAD CAPACITY — PSF WIDTH WIDTH WIDTH 1 DESIGN LOAD CAPACITY — PSF � � , � 1-11/4s°THK TF9C. o LEAF WIDTH LEAF HEIGHT WOOD PANEL 1-11/I6 \ WIDTH (W) LEAF HEIGHT WOOD PANEL = / \ / z $ Fr./IN. FT./IN. (+} uirr. {—} ! ! \ Fr H. Er. N. / \ ! /� EXT. (+) INT. 2/0 60.0 60.0 \ 2/0 60.0 60.0 = I 2/6 8/0 60.0 60.0H 1 2/6 8/0 60.0 60.0 3/0 1 60.0 1 60.0 �' 3/0 60.0 60.0 L IL Ap W. W1 W2 W1 W1 W2 3 X XX �ut� �aQ4 Vol WIDTH (W) _ W1 + W2 � g ---- - -- (FOR DOORS WITH SIDEUCES) - 2lz O N Z m,__ -__-_ ic DECORATWE MOLDING OPTIONAL 0000.. 1-11/16- THK. INSERT �.. O:.Q B .� SOLID WOOD OR ••• 00 0000•• LAMINATED WOOD ••• .2 �:� 0 N • • •0000• a 6D X 1-3/4" LONG - •• •�!v • • BRAD NAIL) a •• Ut .••# a ob v i.0000• i" FROM ENDS ••• Q- •1 •• •9 & 3° O.C. MAX. •.• lL �"' .••..• • • 0000.• • • 00 • 0000•• iy r1. N • 0 a W .. 1I n n. o ai o •+ m.a GLAZING DETAIL ca m u o BRAD NAILS TO COMPLY WITH ASTM F 1667-13 Ea+gr: JAVAOAHWD FIA. PE 1 70592 1 pRoD=REVISED C.A.N. as empiyft`+&tho bide as Ll W L 181 No DMa� drowing no. 3 201 Wi0--11 sheet 2 of 8 i ' 1 LEAF WIDTH LEAF WIDTH LEAF WIDTH LEAP WIDTH LEAF WIDTH LEAF WIDTH ; LEAF WIDTH LEAP WIDTH LEAF WIDTH LEAF WIDTH a w h o ��a gin 3: :HJn u ----- _j- O N Q Z +� `o H ___1 T1 n Ky. •• O r�lr Q• • •••• s"�` 2Q, •••••• low ... o Iii•-• .... ... I n.u. �' ..:..• .. . o ti r .1 ...... �E ••.• ' • t� •• • • • • AIR o LLM I A LAI I LEAF PATTERNS AS SHOWN ABOVE OR SIMILAR WITH VARIOUS FINISHES AND DECORATIVE MOULDINGS GLAZED WITH SOLID WOOD INSERTS m • ARE ALSO ALLOWED. low o g ot MINIMUM DIMENSIONS: m °c < ® " TOP AND BOTTOM RAILS.........................5-1/2" LOCK AND BINGE STILES........................5-1/2" o INTERMEDIATE STILES...............................5-1/2" EW.. JAM ! o CML PRt®Dt=REVlSeBD FLA. t:AN r��2 0' i Btu Y h the Ft.0A z A b RvkppAca ptsueo Lu 2e ?©� - , dowing no. �� w10-1 1 sheet 3 of 8 POLYURETHANE TYPICAL ANCHORS TYPICAL ANCHOR BOLF SUPPORT AT HEAD/SILL ALUM STRIKE PLATE S� ply, ALUM STRAP BRACKET \EMlllDEQ IN WOOD GLUE FOR SPACING 15Y SEE ELEV. TYPICAL ANCHORS FASTENED WITH ..• WOOD BUCK FOR SPACING STRUCTURE (2) X t-1/4° SMS ::v' i SEE ELEV. 1 s �: a• a e.• °t. :•°' "a. EDGE DISI FOR SPACING Z d . ' .'°� • • a 1 28Y WOOD BUCK 3 e• EDGE DIST.- �'t t .a OR E DIST. Q t` d'6 'i WOOD CTURE EDGE DIST. !" N a 2 MIAMI-DADE COUNTY APPROVED Q MULLION & MULLION ANCHORS A A r SEE SEPARATE NOA IY r> EDGE DIST, TYPICANCHORS i4t 1 2 7 SEE #8 X 2" FH SMS i 14 z — FOR PACING • �, �4\ AT 3--1/2 FROM ENDS ro AND 15" O.C. MAX. 411 TYPICAL ANCHORS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY F.P.G. MUST SUSTAIN!-LOADS_ IMPOSED_BY GLAZING SYSTEM I AND TRANSFER THEM TO THE BUILDING STRUCTURE. o O n ` TYPICAL ANCHORS: SEE ELEV. FOR SPACING Z txk uUT-R—AGOIN ay 'ULOS (Fu-177 KSI, Fy=155 KSI) to qty aL / INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ►�• ' a • Cl �I►•M'rD 1-1/2 MIN. PENETRATION INTO WOOD (HEAD/JAMBS) « �' •••••• THRU 1BY BUCKS INTO CONC. OR MASONRY x SURFACE B Ts 1-1/4- MIN. EMBED INTO CONCRETE (HEAD) ••• j Q :.... o SEE SHEET 1 p ' c o o 0 e 171/4n MIN. EMBE© INTO aCONC. OR MASONRY (JAMBS) o ••• 6;;• • DIRECTLY INTO CONC. OR MASONRY ... a:0, ..... W W 1-1/4- MIN. EMBED INTO CONCRETE (HEAD/SILL) ••• 0 0-I` �� ...... 1-1/4- MIN. EMBED INTO CONC. OR MASONRY (JAMBS) ;•• • W �xjj 414 EMS OR SELF DRILLING SCHEWS (GRADE 2 CRS) + : ' • �••••� Z INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") •• •••• INTO METAL STRUCTURES o STEEL : 1/$ THK. MIN. (Fy = 36 KSI MIN.) o !3 Lv ALUMINUM 1/8 THK. MIN. (6063-T5 MIN.) � B B 1 #8 X 2" FH SMS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) AT 3-1/2FROM ENDS AND 15° O.C. MAX. TYPICAL EDGE DISTAN .F m 15 . 9 3 INTO CONCRETE AND MASONRY = i" MIN. 2 INTO WOOD STRUCTURE = 3/4" MIN. of o N m n (; \ \ INTO METAL STRUCTURE = 1/2" MIN. 0° ' ui 4 i i / WOOD AT HEAD OR JAMBS SG ffi 0.55 MIN. �awvo t 3 CONCRETE AT HEAD, SILL OR JAMBS f e = 3000 PSI MIN. C-80 NORMAL 1II EMT HOLLOW/FILiLED BLOCK AT JAMBS fm = 2000 PSI MIN. W g t PRODtJCcompi�j].',,REVES•I�wDtr1,,,.t,t,, �•,,,, q ' Buddfi*7`Code 41@rW/Wa /' "'7r' tIAVQw M1� 6 A�^'!".".'vri.WNO 1�7s� • FLA• PE V T7TI v I1 C.A.N. ®,' v v�1'PIC/IU-ANCI"�IZS•' L d- a °� ''-' a• . •s a• - � •° �a: ^Nr$Y � � � i 19 ELEV" ' ��� • o I v f Poo" milt FOR SPACING POLYURETHANE '• �' Tn,� I� EDGE DIST. GLUE EDGE DIST. FOR El EV, drawing no. SEE NG S 2�1ri W1a-11 DOOR UN11TS SIDELITE UNITS sheet 4F of 8 1XZ" 6D X 1-3/4" LONG �,.;/ WOOD SCREWS IN PAIRS BRAD NAILS (10} AT EACH END ACTIVE LE AT 12' O.C. MAX. AT 3/8' FROM ENDS a C3 , AND 2" O.C. MAX. INACTIVE LEAF Z TYPICAL ANCHORS SEE ELEV. FOR SPACING ..•a v, �� d c ' .�• 2 2 8 G.1 ..�i• V• r XZ w ( .t �B � S 1/2' MIN. FtNi WOOD SCREWSRio AT 15-3/4' FROM ENDS 1. NNSET WIDTH AND 8" O.C. MAX. LEW WIDTH EXTERIOR ._. LEAF WIDTH v 1/40 MKFRAME WIDTHSHIM _ 0 gLz— f o WOOD BUCK { �J ) M ' ACTIVE LEAF INACTIVE LE20 AF S o TYPICAL ANCHORS SEE ELEV. FOR SPACING©: 8 3 R i• •a•• •' is,'" 5 1/27 LdiN, INSET WIDTH SHEE �S 5 1/2- MIN. INSET fIIRDTH FOR LOCATION 7%77 .7'• LEAF WIQTH EXTERIOR bi a n o LEAF WIDTH m Age A E e Ile MAX. SHIM FRAME WIDTH a m o 0 Engn JAVAD AHUW .', "t o , CIVIL PRODUCT REVISED C`A 70M ro as complying with IIt�Florid�r iiDmidi .� A,=vpng Cods e AccepwusNo BY lLYp Dalc drawing no. srro qac �r 2�� W 14-11 sheet 5 of 8 IT)3M # PAW # READ. DFXSCRIPTIOPi MATERIAL MANY./SUPPMR/REMARKS I 1 3/ DOOR FRAME HEAD/JAMBWOOD - �V i .650na M -A o 1.250 1.750 2 - AS READ. TOP & BOTTOM RAOLjHlNGE & LOCK STILE/SIDEIITE STILE WOOD _ Z °D L� 492 3 AS READ. ALTERNATE TOP & BOTTOM RAIL/HINGE & LOCK STILE/SIDEUTE STILE WOOD Q 4 = 1 SILL COVER ALUMINUM 3.140 5.500 5 i SILL FILLERWOOD _ ri 0. 6 - 1 FRAME SILL O a 1 FRAME HEAD/JAMB 12 INTERMEDIATE STILE WOOD 3 1 0 7 - AS READ. GLAZING BEAD WOOD _ 8 - 1 ASTRAGAL PLYWOOD AB MARINE GRADE 13 PLY a 1.750 1.181 9 - 1 ASTRAGAL INTERIOR COVER WOOD - 8t 0 10 - - ASTRAGAL EXTERIOR COVER WOOD M FF 12 - AS READ. INTERMEDIATE STILE WOOD 1.ti93 Cq 13 S44 4/ LEAF H0IGE EL OR ST/ST DELTANA �!3 I 14 #10 X 3" V CORNER FRAME ASSEMBLY SCREWS FLAT HEAD 4.713 t I 15 QEBD650 AS REQD. FRAME WEATHERSTRIPPING Q-LAN PVC SCHLEGEL ..i g 5.500 O G O S 4 �� LAZING BEAD 1— SOUTHERN CHERRY 2— ANDEAN WALNUT 1.000 3— TROPICAL VALAiUT 4-- WMTE OAK J m - - aUERu ! SPECIFIC GRAVITY = 0.30 MIN. (E=1.400,000) p I GRADE = 2 MIN. 00 U -M .492 2.500 MOISTURE CONTENT = 12Z MAX. Z • ."�. • • •••••• O ••• � ••moi •• TOP & BOTTOM RAIL ... a ....:. HINGE & LOCK STILE/SIDELITE STILE SEAT: ••• ® U 3 • 1.750-1O ASTRAGAL 4.000 FRAME & PANEL CORNERS SEALED WITH NATIONAL CASEIN WUP 4379 ADHESIVE,. � i o ••. ••• a'[ 3pr�1 ..... a o a i i 0 0 o a • 1.750 HINGES: 4" X 4" X .130" THK. HINGE ••• •v •••••• + + rn C90 � •• 4 PER LEAF AT 9-3/4" FROM EACH END �, ••••'• 1 ► AND 25-1/2" O.C. MAX. • 1 1.509 4.000 LOCKS: 5.500 I I f 1 �+ • .375-�I CONVENTIONAL LOCKSET WITH DEAD BOLT AT ACTIVE LEAF LOCK STILE L.250 t t KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR e e PASSAGE LOCK AT 36 FROM BOTTOM, =R DEAD BOLT AT 42 FROM BOTTOM °9 ASTRAGAL INT. COVER HINGE OPTION 1 = EMTEK CORTINA KEYED ENTRY DOOR L1rVERSET n ! 13 .13' THK. STEEL OPTION 2 = KWIKSET POLO KEYED ENTRY DOOR KNOBSET �# .492 �.276 INUALLHINGEani row OPTION 3 = BALDWIN KEYED ENTRY BOOR LEVERSET z TO PANEL: (4) #12 X 1-1/4" FH SMS MANUALLY OPERATED SURFACE BOLTS BY 'DELTANA' AT TOP AND M c ' ^ r JLTO FRAME: (2) #12 X 3/4" FH SMS BOTTOM OF ACTIVE LEAF. c " a m ALTERNATE IN INNER HOLES ° 1.000 (MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING) gig � g TOP & BOTTOM RAIL t0 (2) 1/4" X 2-1/4' FH TAPCON 0i,a m o HINGE & LOCK STILE/SIDELiTE STILE ASTRAGAL EXT. COVER IN OUTER HOLES MANUALLY OPERATED CONCEALED FLUSH BOLTS 283D BY HAGER OR FPG WITH 5/8" THROW AT TOP & BOTTOM OF INACTIVE LEAF. 4.625 S Engr. JAVAD AHMAD L1. _.T r1.6001RA PE 70592 1820 .900 PRODUCT'REVISED CAN. 062 � .685 o cmYg with dw Fbnid& BuitdhM Cade '�S �D�sac 2ti0 drawing no. W10--11 Si STOVER SILL 6 FRAME SILL ��C--- f LJ �"J I� ade sheet 7 of $ WOOD o i 5" X 5/8' WOOD DOWEL. 14 o 5" X 5/8' WOOD DOWEL i /y r' Q i Q a rr oQ r Q 0 ltl. z r'r { • r r r r'r ^ O0 (3 N PANEL TOP CORNER F FRAME TOP CORNER ;F �A..u .' . 15 g;- m 6666:. • O 93 Q•N i6.•6. INTERMEDIATE CORAlER 0 �"� ••.•. . . 2c v� : ..:•0' • ' in -4 6000.0 C9 � . . 4 p:rn div •. 5" X 5/8' WOOD DOWEL rr ri 14 r rrr ' s � rrf H r r rr Cop' pA rrr j i 00, rr rrr y g r r ' go o r i { r / a C< m U Q PRU REVISED asi ��� psGado ,. Engr. JAVAD AHtdAt? t ! A NO •`./ CINL i FLA. PE 170592 c it 4N* Py ade Product o Lli ��pdrawing no. 1/2" X 4-1/2' WOOD DOWELS AT pOUD/UmftTED WOOD INSERT ��O-11 FRAME BOTTOM CORNE IN FOUR SETS AT 9" FROM TOP AND t90T1'OM AND 26" O.C.PER SET AT (3 DOPANEL BOTTOM CORNER WEL 2" O.C.j sheet 8 of $