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WS-15-2877NO Y i e Zllb 407 "1 Permit NO. WS -11-15-28x'7 Permit Type: Windows(S uitters Work Classification: Door Replacement Permit Status: APPROVED Issue Date: 11/24/2015 Expiration: 05/22/2016 Project Address Parcel Number Applicant 9322 NE 6 Avenue 1132060140910 MARIANELLA SOLIS Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell MARIANELLA SOLIS 9322 NE 6 AVE MIAMI SHORES FL 33138-2837 Contractor(s) Phone Cell Phone HOME OWNER ie of Work: of Openings: 1 iitional Info: ssification: Residential inning: 3 Fees Due Amount %5"°mss L,� Miami Shores Village �� 10050 N.E. 2nd Avenue NE DCA Fee Miami Shores, FL 33138-0000 Education Surcharge Phone: (305)795-2204 FCORLDA $110.00 Permit NO. WS -11-15-28x'7 Permit Type: Windows(S uitters Work Classification: Door Replacement Permit Status: APPROVED Issue Date: 11/24/2015 Expiration: 05/22/2016 Project Address Parcel Number Applicant 9322 NE 6 Avenue 1132060140910 MARIANELLA SOLIS Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell MARIANELLA SOLIS 9322 NE 6 AVE MIAMI SHORES FL 33138-2837 Contractor(s) Phone Cell Phone HOME OWNER ie of Work: of Openings: 1 iitional Info: ssification: Residential inning: 3 Fees Due Amount CCF $2.40 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.80 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $3.20 Total: $129.40 Valuation: $ 3,300.00 Total Sq Feet: 0 Pay Date Pay Type Amt Paid Amt Due Invoice # WS -11-15-57760 11/24/2015 Credit Card $ 129.40 $ 0.00 Available Inspections: Inspection Type: Final Review Building 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 t II a foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction a6a'xQn)csF-F,at�ier e, I uthorize the above-named contractor to do the work stated. ( +r �j «&L- %t�� ----)November 24, 2015 Authoriz w_ / Applicant / Contractor / Agent Date Building Department Copy November 24, 2015 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-247797 Permit Number: WS -11-15-2877 Inspection Date: December 08, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: SOLIS, MARIANELLA Work Classification: Door Replacement Job Address: 9322 NE 6 Avenue Miami Shores, FL 33138 - Phone Number Parcel Number 1132060140910 Project: <NONE> Contractor: HOME OWNER Buildina Deaartment Comments REPLACE FRONT DOUBLE DOOR OF THE HOUSE Infractio Passed Comments INSPECTOR COMMENTS False Passed Inspector Comments Failed Correction ❑ Needed �1 ` Re -Inspection ❑ Fee �L ` No Additional Inspections can be scheduled until re -inspection fee is paid. 'nU For Inspections please call: (305)762-4949 December 30, 2015 Page 1 of 1 — 1% BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 EfUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS JOB ADDRESS: � ,� di -E in AVS ' NOV 13 2015 l.� FBC 2014 Master Permit No. W J I S —2S—M Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zip: / Folio/Parcel#: (( -2-)(P0&- 6)1 q - 0q ) O Is the Building Historically Designated: Yes NO It/ Occupancy Type: Load: Construction Type: Flood Zone: VO BFE: FFE: OWNER: Name (Fee Simple Titleholder): ca 1{ S Phone#: Address: —,QQ ijt; z— City: -M14� hn �� Df�S State: ( zip: / :P� Tenant/Lessee Name: Email: D mPaa� /' C..C` yo hone#: CONTRACTOR: Company Name: Phone#: Address: City: State: Qualifier Name: State Certification or Registration #: DESIGNER: Architect/Engineer: hone#: Certificate of Competency #:._ Phone#: Address: ' City: Value of Work for this Permit: $ L�5 11LUQ • 0C) Square/LinearFF000tage of Work: Type of Work: ElAddition ElAlteration ❑New��pp - � Repair/Replace Description of Work: (� � 66,6), D4non+ UCAjk le Jzo lf' Specify color of color thru tile: Submittal Fee $ Permit Fee $ , CCF $ Scanning Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Radon Fee $ Training/Education Fee $ DBPR $ p: Zip: ❑ Demolition CO/CC $ _ Notary $, Double Fee $ _ Bond $ TOTAL FEE NOW DUE $129.1-40 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City I /J ll�- State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT The foregoing instrument was acknowledged before me this 3 day of IN 0I -J 20 (S by CONTRACTOR The foregoing instrument was acknowledged before me this day of f(';�f %_Ncu ,A S'0( LI , who is personally known to me or who has produced ice- C 2i4i 'L as me or who has produced identification and who did take an oa\1;kta�iiiiiiiii��/ S Silt', NOTARY PUBLIC:pirLs . 031061201 Sign: _ = TAR t1C Print: `3068 /''%lF Seal: OF F L0 \O`\\\�� NinniwO" 20 by who is personally known to identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal• - - as APPROVED BY ' l ✓ Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) f - - k Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT f NAME: Ml�.f') Cp hC,l fC.� I J S DATE: ADDRESS: Iv% (,I -Ay(�_ 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 2. I 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. Initial— f 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 the exemption. Initial 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial 62—YD 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. I 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. 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. 1� ^^ Initial U/J�q�� 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 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.myfloridaIicense.com/dbpr/pro/ciIb/index.htmI 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. 1 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 NDV 20 t By ' ` INrZ rj-Nj'L-C M &LAJ who was personally known to m�ii��onnrul! q has Produced there License or -- Det ym ' as id@�i� i?� ion. N4TARY �UBUIC mmission # �. � E113059..� • Q` O NOTAR*/iii/, O 111111100 � J a a l� ►� v e__ 2.- �y F1 r 4.— rip ry �►� 5. s 8. z,. Miami Shores Village DATE 9. BY - APPROVED 10. DIEPT ` ,FPT • • • • • • n CO,jp {ANCE WITH ALL FEDERA .. . . . . �rril)l_/\TInNS •••••• • •••••• r n, �" 'v riUi �.� ANn • SALA _._.___-- ...... .... . ..... ...... . . ..... .. .. .. .. ...... C ... .. 52" DOU • TO REMAIN DINING BLOCK—OUT DOOR 1 19 , AIVI M ENGINEERING.,* t C. Kd =.8'5., 2100 W 70 Street, .Hialeah, Florida 33016 FLORIDA BOLDING CODE, 2014 Robert S. Monsour, P. E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE 175 MPH WIND ZONE Interior 8r•Exterior Zones (4845 - Walls). Positive Pressures Exposure C For the . :175 ' mph Wind Zone CATEGORY 2 Height Maximum 10 :1:40 Effective Wind Area or, Tri utary Area 20 30- 40 -1.29 -1.23 -1.19 Effective Wind Area (or, Tri 'u'tary Area in Square Feet -54.1 Height Maximum 10' 20 .30• 40 , 50 60 • 1.00 0.95 0.92 0.89. 0.88 0.86 15 40.4 •38.5 37.5 36.7 36.1 35.7 20 42.7 40.8 39.7 38.9 38.3 37.8 25 -44.6 42.6 41.5 40.6 40.0 39.4 30 46.5. 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9 44.9 .44.2 43.6 50 51.8 49.4 48.1 47.1 40.4 45.7 60 53.7 51.2 • 49.8 48.8 48.1 47.4 .. .... • • • • . Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Height Maximum 10 :1:40 Effective Wind Area or, Tri utary Area 20 30- 40 -1.29 -1.23 -1.19 in Square Feet 50 60 -1.15 -1.13 15 -54.1 -50.4 -48.3 -46.8 -45.6 . -44.7. 20 , -57.2 =53.4, . -51.1.. -49..5 -48.3 -47.3 25- -59.8 -55:8 : ' 3.4 { -51.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 `-53.9 -52.6 .---51.5 40 -66.1 -61.7 -59.1 -57.2 • -55.8 -54.6-1- 50 -69.3 -64.7 -61.9 -60.0 -58.5 -57. 60 -71.9 -67.0 -64.2 -62.2 -60.6 Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is s all , but not less' -than 46/o.of least horizontal dimension or 3 ft. (h = mean roof height in a ). NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. MuAl JOADE_ PRODUCT CONTROL SECTION " — 11805 SW 26 Street, Room 208 ivtiami, Florida 33175-2474 DEPARTD•IENT OF REGULATORY AND ECONOMIC RESOURCES (RER) T (786) 315-2590 F (786) 315-2599 BOARD AND CODE ADMINISTRATION DIVISION �n�vv ntiamidade goy/economy NOTICE OF ACCEPTANCE NOA Unlimited Security Doors, LLC 5578 N. W. 161 street, Miami Gardens, FL 33014 SCOPE: construction materials. The This NOA is being issued under the applicable rales and regulatiami-Dadegoverning Co tnty itERf Product Control Section to documentation submitted has been reviewed and accepted by Mt be used in Miami Dade County and other areas where allowed bbllo'wl. Thethority Having Mian Dade County tProduct Control Section This NOA shall not be valid after the expiration date stat product or material fails to perform in the accepted In Miami Dade County) and/or the AHT (in areas other than Miami Dade County) reserve the right to have t tis revoke, product or material tested for quality assurance purposes. If t p manner, the manufacturer will incur the expense of such testing dic tone AHJ Rreserves immediately right to revokte this suspend the use of such product or material within their Jur tance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to acce p meet the requirements of the applicable building code. This roduct is approved as described herein, and has been designed to comply with the Florida Building Code, p including the High Velocity Hurricane Zone. vE3C1uPTION: Series"I3.i TECH" Outs��Q8 Steel3 e nDtitlednce DSeries Hl TECH" OutS�ving Entrance Door" APPROVAL DOCUMENT: Drawing No. Sheets 1 through 7 of 7, prepared by Al-Farooq Corporation, dated 08-11-08 and last revised on August 21, 2014, signed and sealed by Javad Alimad, P•E., bearing the Miami-DadeMiami-Dde countyunty Product Control Section,oduct Control Revision tmp with the Notice of Acceptance number and expiration Large and Stuall Missile Impact Resistant te by the MISSILE IMPACT RA I. . Max, height. of the door with Wood veneer is m" (w/ min 5 Hinges} • and pecara�iveStee is Limitations: limited to 100 limited to 83" (-*v/ min 4 hinges). See hinges location it sheet 6. .. 2. Spot welded steel shear plate #22 is required at frames at head, side jambs and silk • .C��iva LABELING: Each atilt shall bear a permanent label with themanufacturer's rApprovedme 0000 r,lnQje ;1 eYon rei& .g,•Zl ej ian�: • • • • and series and following statement: "Miami -Dade County Pro priS. RENEWAL of this NOA shall be considered after a rette�f riapplication ance of this produtct,tled•:td.0here 00*00 0 been no 6609:* .••• in the applicable building code negatively affecting the per ere has beet -Ca "ton or clta��ge m the 0. TERMINATION of this NOA will occur after the ocess�iMisi se of tdate or if his NOA as ate a dorseme0ref any pro0 . materials, use, and/or manufacture of the product p W for sales, advertising or any other purposes shall automatically terminate this NOA. Faiktre to comply l,�tln any,�sectt�r of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Mian i Dad County, ount displayed, thenFlorida, and followed of shall owe be done eiration date may be displayed in advertising literature. If any port in its entirety. ided to the user by the manufacturer or its distributors an jNSpECTION: A copy of this entire NOA shall be prov shall be available for inspection at the job site at the request qo �s Stasf the of this page official. pages E -t, as well as This NOA revises & renews NOA #13-0114.09 approval document mentioned above. The submitted documentation eras reviewed by Ishaq I. Chanda, P.E. M0 DECOUURW NOA No. 14-0616.03 Expiration Date: July 22, 2019 Approval Date: August 28, Page 0e1' g Unlimited Security Doors, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files #13-0114.09/ 009-0128.07) 2. Drawing No. W08-73 Rev D titled "Series "HI -TECH" Outswing Entrance Door" Sheets 1 through 7 of 7, prepared by AI-Farooq Corporation, dated 08-11-08 and last revised on August 21, 2014, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under files #13-0114.09/# 09-0128.07) 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 installation diagram of double outswing steel doors, marked -up by Fenestration Testing Laboratories, hie. Test Reports Nos. FTL 5478 (FTL07190), dated 01 /26/09 and FTL'5656 (FTL08090) dated 01/27/09, both signed and sealed by Carlos Rionda, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, prepared by Al Farooq Corporation, dated 07/30/14, signed & sealed by Javad Ahmad, P.E. 2. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 08/20/12, signed & sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (Submitted under files #13-0114.09/ # 09-912.&.Q7) • 1. Tensile Test report No. FTL5478, Tests #1, 2 & 3 dated 01-26-09 per ASTM A-37= for steel ; face sheet, prepared by Fenestration Testing laboratory, signed and seaQ:6j.�arlos Rignda, P.F• • F. STATEMENTS (except item #1, all other submitted in previous NOA(s) suhibIftAls. :...:. ' 1. Statement letter of conformance to FBC 2014 and letter of no financial i0l ejep;* L prep:lred by Al; ; ; ; • Farooq Corporation, dated 07/30/14, signed and sealed by Javad AhmadpM * ...... 2. Statement letter of conformance to FBC 2010 and letter of no financial iotmrsg, prepared by At •; Farooq. Corporation, dated 08/07/12, signed and sealed by Javad Ahmad; P.E.' 3,. Statement letter dated June 24, 2013 issued by Unlimited Security Door, -J,1,,6 pf legql 1l4rpe ; • • • • change and requesting NOA to be issued to new name and existing NOA # 09-0128.071NAS Unlimited Doors, LLC) to be rescinded. 4. Statement letter dated Jan 14, 2013 of NAS Unlimited Door, LLC transformed to Unlimited Security Doors, LLC, signed by Sergio Mattig, MGRM, NAS w-dimited. 5. Lab compliance as para of the above referenced test report. G. OTHER 1. This NOA revises & renews NOA # 13-0114.09, expired on 07/22/14. 2. Test proposal # 07-3338, 07-3338 R and 07-03338R-1, dated 06/05/08, approved by BCCO. 3. Distribution agreement dated 04/11/13 between Unlimited Security Doors, LLC (USA distributor) and the Zhejiang Yangkang Doors, China (manufacturer), signed by Maylin Matting and Xu Xian Bo on behalf of the respective companies. 4 Previous NOA(s) # 13-0114.09, # 09-0128.07 (Former NAS Unlimit tDoors, L LC� qI. Chanda, P.E. Product Control Examiner NOA No. 14-0616.03 Expiration Date: July 22, 2019 Approval Date: August 28, 2014 E-1 WOOD 0 SEE FOR (5) HINGE . . ... . . . ... •w •• • • • •• •s • • • • • • • • • • • • • ••• • • • • ••• (X) SERIES HI -TACH OUTSWING ENTRANC W11H DECORATIYA, WQQp VENEER UR 1YITH DEQRATIVE STEEL SURFACI DOORS ARE APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS'OF•THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE A14CHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A.LOAp-DURATION INCREASE IS USED IN DESIGN OF 'ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE .REQUIREMENTS OF THE FLORIDA BLDG. CODE. 76' MAX. p u ! • • • • • • FRAME WIDTH • w • • • • • • HEAD B SILL ANCHORS • • • AT STILE ENDS • : w w'OOp ER PVC �{F;IFiR ' *IS" Lm. A / (6) AT Y D.C. 0 OPTIDtAI HEAD/S'- J F CORNERS Q a • • • • • • titiwr.r • • • • • • I 1 I IK\ III V • • • • • • • • r Y.r � r�yY.v.� 1 11 \ A I W� ppp C �s=r- lu ul lu \ ul ilk ii E \\ oil Q�3 � 1 n it iii iii i 8' 1jp�p�y Jp t /� 11 111 - H 1� III----------- - - n t� _ u t \ B P r' -- 1 U li I wF=------ I�� / �ta ai 7� L-------- J ♦ _ 4= :_ ACTIVE - INACTIVE Sb cn T 3� SEE SHEET 6 Z y� FOR (5) HINGE OPTIONS 38 1/2' MAX - � W aS LEAF WIDTH 7 (XX) PRODUCT kRVWD tilt liclTdn 1 THESE DOORS ARE RATED. FOR LARGE k SMALL MISSILE IMPACT. NVYWh co~hwhA SHUTTERS ARE NOT REQUIRED. MAXIMUM DESIGN LOAD RATING v + 70.0 PSf AetpulwNe 06/6 03 Il�lndon ak L c R (FDR SIZES SHOWN OR WALLER - 80.0 PSF AS LIMITED BY CODE) ft �,•� , F CAX35bS92 3516 DOORS WITH WOOD VENEER 51MnlOtdIt 1edo11 ,. EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL N 1 THESE DOORS ARE RATED. FOR LARGE k SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. El,gr. JAVM�AHMAD F CAX35bS92 3516 ,. ;C pm �` drowinq no. W08-73 r— N WOOD 0 SEE FOR (4) HINGE (X) . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... . . ... • • • • • . • • • • • • ••• •• G DON ER • WOOD O�t PVC NEER OPTIO,AL 1. . FRAME • • • • �9- �• L/ HEAD SILL I Al CORNERS .vin. WIDTH HEAD R SILL ANCHORS AT STILE /()AT O� • • • • • • • • • • • • • • 1,• 4 �, _====z �; ; i IG= i 111\ II 1 • f �-^^; ryY=� I IU III, [ 111 \ 111 r 111 \ 111 C 1 •9' iiii 1 u \ u I • 1 � � ,1 ; 1 a nl \ n l to nl 11 11 1 rr y 1 1 1 �_ =I - 1 a=�J ACINE 4 !/�INACTNE SEE SHEET BJ l FOR (4) HINGE OPRONS 36 1/2- MAX. MAXIMUM DESIGN LOAD RATING - + 70.0 PSF O R WSI� SHOWNAOR SMALLER - B0.0 PSF DOORS WITH DECORATNE STEEL SURFACE EGRESS REOWREMENTS 70 BE REIAMD BY BUWKG OFFICIAL AUG 2 � 4 (XX) Inl-S rHOUDCTNK6D VR �v M Z F 6.� 8� n i� 0 41 f Q 5 � drawing no. W.08=73 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . -1/8' X 3-1/2' WOOD MfK c. - 0.55 MBEDEO IN EXPANDING F&A A SILICONE • • STEEL PLATE SPOT WELOEO TO FRAME TYPICAL N4CH04S SEE ELEVATIONS DOORS WITH FOR SPACING DECORATIVE STEEL SURFACESTEEL SURFACE STEEL TO BE STAINLESS OR PAINTED CARBON STEEL TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4" DLA. ULTRACON BY 'ELCO(Fu-177 KSI, FY -155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC, OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) #14 SMS OR SELF DRILLING. SCREWS (GRADE 2 CRS) INTO MIAMI -RADE COUNTY APPROVED MULLIONS (MIN. THK. - 1/8') INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE - I" MIN. INTO METAL STRUCTURE m 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SO - 0.68 MIN. CONCRETE AT HEAD, SILL OR JAMBS 1'c - 3000 PSI MIN. C-90 HOLLOW/FlLLEG BLOCK AT JAMBS I'm - 2000 PSI MIN. I rRUOuCT W VIbXb u �oaPMuY sBM IMS BuldW4 Cody Arcry/.we No Wt." D.0 8 drowing no. W08-73 :AL ANCHORS ELEV. SPACING B' MAX. L Iffy WOOD BUCIf :AL ANCHORS. SEE ELEV. • i, FOR SPACING • 1 yj EXTERIOR 36 1/2' MAX. LEAF WIDTH 40 1/2' MAX. FRAME WIDTH SINGLE (X) DOORS WITH WOOD COVER EXTERIOR 36 1/2-W. X. LEAF WIDTH . 40 1/2- MAX. FRAME WIDTH VE� BE� SPACING . . ... . .. .. . . . . . . . . . . ....... . .. . . .. . . .... ... . . 3,B- MAX. . . . .. .. .. ... ... ... ... . . . .. ... ... . . . SHIM O • 20 .. . .. . . ... • . 2 NOOD�Bu • • OR • W.� STR E • .. . . • • • • •.. .. • • . • •. • .0 - • SPACING TYPICAL ANCHORS SEE.ELEV. _ FOR SPACING 1-1/B' X 3-1/2' WOW SUCK S.O. - 0.55 EMBEOEO IN EXPANDING FOAM OR SILICONE nWDDUCF NVVt3ED dvinl with 1Ye "&d& Ener. .JAVAO AWARD JIM! CML E 7051 k A�� 1 drawing ' no. w08-73 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . FOR SPAgNC WOOD COVER nOURLE (x7() DOORS WITR EgORATIVE'STEEL SURFACE roRS EW. JA T 'F FLC 1 70192 a r� AUG 4 . b ,�` dmwing no. 1% wos-�3 OPTION it ACTIVE 1 EM MULTI POINT LOCK SYSTEM WITH THUMBTURN OPERATOR ON INTEROW KEY OPERATED ON EXTERIOR LOCATED AT 37-1/4" FROM BOTTOM, FASTENED TO LEAF WITH (B)'010-24 X 1/2" FH MS METALLIC DEAD DOLT LOCK WITH THUMB.OPERATOR ON INTERIOR AT 35-1/4' FROM BOTTOM FASTENED TO LEAF WITH (8) 010-24 X 1/2" fH MS 10+3/18' LONG ST. STEEL STRIKE PLATE FACING DEAD BOLT LOCK AT 39' FROM BOTTOM FASTENED VATH (6) 3/18' RIVETS YA_rTAac LEAF CONCEALED FLUSH BOLTS AT 4" AND 77-1/2" FROM BOTTOM FASTENED WITH (2) 3/19" RIVETS. OPTION if ACTIVE LEAF MULTI POINT LOCK SYSTEM WITH THUMB TURN OPERATOR ON INTERIOR' KEY OPERATED ON EXTERIOR LOCATED AT 38-1/2' FROM BOTTOM, FASTENED TO LEAF WITH (4) 010-32 X 3/8" FN MS METALLIC DEAD BOLT LOCK WITH THUMB OPERATOR ON INTERIOR AT 36" FROM BOTTOM FASTENED TO LEAF WITH (8) 010-24 X 1/2' FH MS 10-3/16" LONG ST. STEEL STRIKE PLATE FACING DUD BOLT LOCK AT 39" FROM BOTTOM FASTENED WITH (6) 3/16' RIVETS INACTIVE LEAF CONCEALED FLUSH BOLTS AT 4' AND 77=1/2" FROM BOTTOM FASTENED WITH (2) 3/10' RIVETS. .1�x 2-3/4' LONG uEfAluc'tvro PIECE . CONCEALED HINGES. . 4 PERLEAF FOR FRAME HT. UPTO 53" 5 PER 'LEAF FOW FRAME NT. ABOVE 83' & UPTO 1D0' / ACTIVE ACTIVE kIn p m� o PART 0 READ. DESCRIPTION MATERIAL MANP./SUPPLIER/RRMARKS OPTION 12 . S". LONG SURFACE MOUNT TWO PIECE BUR HINGES EACH FASTENED TO DOOR LEAF AND W 1 '• FRAME HEAS • • • • • FRAl1E WITH 010-32 X 3/8' FH MS (b) PER HASP, ROLL FORMED, MIN. Fy - 36.0 KSI ro 4 kA LEAP FOR FRAME HT. UPTO Sr • 1 s FRAW 50.1• iv 5 PER -LEAF FOR FRAME HT..ABOVE 83" & UP70 100" ' NAS -202 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . MS PART 0 READ. DESCRIPTION MATERIAL MANP./SUPPLIER/RRMARKS NAS -102 1 '• FRAME HEAS • • • • • • STEEL ROLL FORMED, MIN. Fy - 36.0 KSI 1)2-24 '--_112-24 X 5/8" FH MS 'NAS -102 • 1 s FRAW 50.1• STEEL ROLL FORMED, MW. Fy - 36.0 KSI R NAS -202 1 • ALT. FRAIAE•SILL • • • STEEL ROLL FORMED, MIN. Fy - 36.0 KSI NAS -103 • • 1 • • E J" • • STEEL ROLL FORMED, MIN. Fy - 38.0 KSI A STEEL CRADLE NAS -303 1 ALT. FRAME JAMB STEEL ROLL FORMED. MIN. Fy - 38.0 KSI - 1 ALT. FRAME JAMB STEEL ROLL FORMED, MIN. Fy w 36.0 KSI 3C NAS -204 T. FNA/A JAMB STEEL ROLL FORMED. MIN. Fy - 36.0 KSI • 1 OPgRAII•CFIWNG (HILL 4ENQTH) • STEEL - - (IR1N. LENGTH•) STEEL - - 1 • RAIN COYER 4FULi LWWH) • STEEL - - BO N N (FILL• O NOVY STEEL - r4A- - 1 BOTTOM RAIL COVER (FULL LENGTH) STEEL - - 1 ALT. BOTTOM RAIL COVER (FULL LENGTH) STEEL - - 1 HINGE STILE COVER STEEL - INACTIVE - 1 LOCK STILE COVER STEEL - 10 NAS -110 AS READ. LEAF EXTERIOR & INTERIOR SHEET STEEL MIN. INK w .028". MIN. Fy - 36.0 KSI 11 AS REDD. HONEYCOMB PAPER INSULATION 12 RAS -212 1 MULTI POINT LOCK 13 NAS -113 1 LACK STRIKE PLATE - - ' 14 NAS -114 AS REDO. ILOCK HANDLE - - 17 NAS -327 4/ LEAF BUR HINGES -.095" THK. STEEL - 17A • HAS -227 4/ LEAF CONCEALED HINGES -.138" THK. STEEL 18 NAS -118 2/ LEAF FLUSH BOLTS - - 19 NLS -119 AS READ. FRAME EXTERIOR W'STRIPPWG EPDM WEATHERSEAL /836 20 NAS -120 AS REOD. FRAME INTERIOR "TRIPPING EPOM WEATHERSEAL 21 NAS -121 AS REDD. JAMB EXTERIOR WSTRIPPRIO EPOM WEATHERSEAL. /025 22 NAS -125 AS, READ. HEAD/SILL/JAMB SHEAR PLATE A38 STEEL .072' X 3-7/8" X FULL LENGTH. Fy - 36.0 KSI 23 NAS -126 AS READ. JAMB SHEAR STRAP STEEL - 24 NAS -136 AS KOO. DECORATIVE MOULDING - WOOD S.O. w 0.45 MIN. 25 - AS - REQD. REINFQRCING CHANNELS STEEL - 28 AS READ. LEAF W STRIPPING VINYL MS _5/10' (4) PER HINGE .512 � � STEEL LEAF �7.035' THK. MIN. 1)2-24 '--_112-24 X 5/8" FH MS 4) PER HINGE —_ PIN A STEEL CRADLE FRAME 5.038 STEEL LEAF .022" THK. MIN. Eny:JAV AIBIAD CML 7 NA. PE ► 70592 INACTIVE .BB3 LEM FLUSH BOLT AUS'' rRODUM kI'V1YLD 0&emptylol wile lit Pl r" sIIMlnd Oodt A4apto■a Nv itpiralk. Ddt 0 a� crowing no. W08-73 4.000 .250 1.645 2.718 .074 2.251 .12 (7 FRAME'HEAD. 1.987 1.263 .812 r.032 .0742.532 00 4.000 FRAME SILL 1. (2A) ALT. FRAME SILL 4, FRAME JAMB I (m) ALT. FRAME JAMB I (39) ALT. FRAME JAMB I (3c) ALT. FRAME JAMB 3:848 1.687 -2.407- 4) 2.4070 0 t-,0 00 .312j ® ® 1.471 1 0 0 2.262 • • • • • • • • 5.088 I • • • • • • • • ,77J II • • • • • • ••• 0 0 1 I 1 ••• vie p I 1 2.593 a) 2.282 00 .2.531 i 1 ' j �'•• II •R• •••• • •:• ,.50"1 • . . • .095 ••• • ••• • • • n n 17 2 PIECE BUTT HINGE FRAME CONCEALED HINGE SUPPORT j8§CK T P NE EE HING LEAF • • • • • • • • • • ••• • • • ••• • • r -2.122-1 �--� -472 .o3s� T TOP, RAIL CHANNEL 2.520-y .312 � .03� BOTTOM RAIL COVER tr-•.J,2 • 2.652 •035 .448 .759 1 HINGE STILE -COVER �127 472 • •r- T F 4w ALT. TOP RAIL CHANNEL i .430 $ 535 .812 ta$q 035 �� dD 5 TOP RAIL COVER 2.122 .035 .472 � J 6 BOTTOM RAIL CHANNEL JN 2.329-�{300 .035 .893 M 4 .599 NZ 7A ALT. 80TTOM RAIL COVER o1� 874 g � � I aLn� 0 .035 2.652 30 .41 (9� LOCK $TILE COVER 12014 drawing no. 11 W08-73 11