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WS-19-1645Location Address Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit No.: WS -07-19-1646 "~. Permit Type: Windows{S1[ttters � YI 't U — — Bork Classification: Door Reptacemerit Issue mate: 07/24/2019 Parcel Number 1320 NE 104TH ST, Miami Shores, FL 33138 1122320320220 Contacts Permit Status: Approved Expiration: 01/20/2020 KAREN SZUCS Owner HOME OWNER Contractor 1320 NE 104 ST, MIAMI SHORES, FL 331382662 HOME OWNER Description: REPLACE SIDE GARAGE DOOR WITH IMPACT Valuation: $ 845.00 Inspection Requests: 762 4949 RESISTANT STEEL DOOR. Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $0.60 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.20 Scanning Fee $9.00 Technology Fee $2.75 Windows/Shutters Fee $60.00 Total: $126.55 Payments Date Paid Amt Paid Total Fees $126.55 Credit Card 07/24/2019 $126.55 Amount Due: $0.00 Building Department Copy 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 1 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 re sting construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. ��� ('3- /-,D 70yo Authorized Signature: Owner / Applicant'/ Contractor / Agent Date July 24, 2019 Page 2 of 2 5- 1&0 10 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 []BUILDING [] ELECTRIC ❑ ROOFING C JUL 1 � 201 M FBC 20 Master Permit No. 071fq— I64S Sub Permit No. ❑ REVISION ❑ EXTENSION RENEWAL PLUMBING ❑ MECHANICAL M PUBLIC WORKS M CHANGE OF [] CANCELLATION ❑ SHOP DRAWINGS CONTRACTOR JOB ADDRESS: Folio/Parcel#: is the Building Historically Designated: Yes NO Occupancy Type.?, --A( L Load: Construction Type: Flood Zone: BFE�: n (� FFE: OWNER: Name (Fee Simple Titleholder): CJii�`p1 "Z ^�-� Phone#: I — _ _ . _ . n e . t A City: rn 1 Co I!1/1 I Sh State: I-1 Zip: s.l7 Phone#: Tenant/Lessee Name: Email: 1 CONTRACTOR: Company Name: n t J��� V' Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: _ Address: City: State Value of Work for this Permit: —� Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace --� _ , _ ..1 IA i Description of Work: 0 Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC.$ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Zip: Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ e SS (Revised02/24/2014) Bonding Company's Name (if applicable) tsonding Cornpdny's Addr= City State Mortgage Lender's Name (if applicable) , it 1 _ Mortgage Lender's Address City 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. Signatur OWNER or AGENT The foreoing instrument was acknowledged before me this day of 20 / gr by sc-)&e �1 Sa (-S, , who is personally known to me or who has produced %1 t�ti1C t' _ as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: �a w� APPROVED BY (Re%ised02/24/2014) Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of me or who has produced 20 by who is personally known to identification and who did take an oath. NOTARY PUBLIC: Sign: as G�Qtzo 6-- Print: Seal: Notary Public State of Florida Sofia Tejade My Commission GG 312569 Expires 031171 023 Plans Examiner Zoning Structural Review Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: _ � 52 -5 l Qualifier/Own ignature Date Print Name Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: JTwo (2) copies of drawing of the building, showing location of the windows, doors and VThutters to be replaces. wo (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) El Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: 2. Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. Every bedroom shall have at least l egress opening. The minimum opening size: (20" wide x 24" high) If Owner is doing the work, include the Owner Builder Disclosure. E Require inspections: Buck (if greater than 1 x), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO -FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009;11/17/2014 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 NAME: -5 5 DATE: 411Q6 ADDRESS: 13� We— 10 1 &f I►► 1 C{L1DL 6 /UfeS F/ 3_�1� 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. nitial 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. il 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 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 �e, which violates the exemption. Initial !„ �5:"' understarid;that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial 6. I 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 ti r.is;myresponsibil�ty`Io ensure that the persons whom I employ have the license required by law an .by county or municipal ordinance. Initial rt l , rV r 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. 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 KS 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�S 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/dbpr/pro/ciIb/index.htmI Initial ISS 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: r 1► L C /,� uf\pa ' � I �3 Initial J 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 I I,, _,20 By h0kr'�-K+n P rrnnan Szvcs who was personally known to me or who has Produced there License or iSMW_A"% • 1 \ i L . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . . . . .. . . .. . . . . . . . . . . . . . . ... . ... .. .. . . . .. ... .. . ... . . . . .. . .. . . . . . ... .. C �- 1$ gyp, . P\O. CtDo . . ... .. . . .. . .. .. . . .. .. . :Pi6tid� OF PRODUCT CERTIFICATION ly: �Ma%onite international Corporation Certification No.: Ni013747-111 '.19S5:Powis Road Certification Date: 06/08/2017 : We e0 00echicago, IL 60185 Expiration Date: 06/30/2021 Revision Date: 04/13/2018 Wood -Edge Steel Opaque inswing or Outswing Door w/Non-Impact Rated Sidelites (A -/*Wood Frame unless noted) at>len: AS 201/202/203-94 •� ifttrge_Missile-Impact-Rated-NonJmpact Glazing:_ins_ulatin., lass -(Tempered) The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity, to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMi's Certified Product Listin at www'.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). I -Denotes Bu in per Outs, ing Threshold 2 -Denotes Z -Series Outs wing Threshold 3 -Hi -Dam OnIswing Threshold 4 -Pro T4 Threshold 5-11P OnIs.ving Threshold National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 i NAMI ACTHORi7...l;D SIGNATURE: Inswing Glazed Structural Water Missile Test Report Number Configuration or or Maximum Design Test Impact Drawing Number & Outswing Opaque Size Pressure Pressure Rated Comments X I%S Opaque 3'0" x 6'8" +70./-70 0.0 psf Yes ATLNC 1001.01-13 Single Maxinuull Panel Size: 3'0" x 6'8" Anchor Details-DWG-MA-FLO'. 11-17 X O/S Opaque 3'0" x 6'8" +70./-70 3.0 psi' Yes ATLNC 1001.01-13/W-iS57 Single 4.5 psf - Maximum Panel Size: 3'0" x 6'8" 7.50 psf ... Anchor Details-DWG-MA-FL_0211-17 Xx 1/S Opaque 6'0" x 6'8" +55;1-55 0 psf Yes NCTL-210-3930-1 Double Maximnnl [lane] Size: 3'0" x 6'8" Anchor Details -DWG -MA -1`1_0211-17 xx US Opaque 6'0" x 6'8" +55/-55 3.0 psf Yes NCTL-210-2930-1 Double 4.5 psf Maximum Panel Size: 3"0'" x 6'8" 7.50 psf' Anchor Details -DWG -MA -FI -0211-17 XO/Ox I/S Opaque Door 6'0" x 6'8" +55/-55 0 psf Door -Yes NCTL-210-2930-1 Sin -le w/Sidelite o Glazed Sidelite Sidelite-No Maximum Panel Size: 3'0 x 6'8 /Sidelite: 3'0 x 6'8 Anchor Details-DWG-MA-FL021 1-i 7 XOIOX O/S Opaque Door 6'0" x 6'8" +55/-55 3.0 psi' Door -Yes NCTL-210-2930-1 Single w/Sidelite Glazed Sidelite 4.5 psf' Sidelite-No Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" 7.50 psf Anchor Detail s-DWG-A4A-FL0211-17 OXO 1.%S Opaque Door 9'0"x 6'8" +55/-55 0 psf Door -Yes NCTL-210-2930-1 Single w!Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size: 3'0" x 6'8";Sidelite: 3'0" x 6'8" Anchor Details-DWG-MA-FL0211-17 OXO O/S Opaque Door 9'0" x 6'8" +551/-55 3.0 psi' Door -Yes NCTL-210-2930-1 Single w/Sidelites Glazed Sidelite 4.5 psf - Sidelites-No Maximum Panel Size: 3'0" x 6'8" Sidelite: 3"0" x 6'8" 7.50psf' Anchor Detail s-DWG-h9.A-FI-0211-17 OXXO I/S Opaque Door 12'4" x 6'8" +55/-55 0 psf Door -Yes NCI 1.-210 2030-1 Double w/Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size: 3'0"'x 6'8": Sidelite: 3'0" x 6'8" Anchor Detail. -MG -MA -H-0211-17 OXXO O/S Opaque Door 12'4" x 6'8" +-55;-55 3.0 psi' Door -Yes NCTL-210-2930-1 Double w/Sidelites Glazed Sidelite 4.5 psf Sidelites-No Maxmunn Panel Size: 3'0" x 6"8"!Sidelite: 3'0V' x 6'8" 7.50 psf" Anchor Detail.'-DWG-N'lA-FL0211-17 I -Denotes Bu in per Outs, ing Threshold 2 -Denotes Z -Series Outs wing Threshold 3 -Hi -Dam OnIswing Threshold 4 -Pro T4 Threshold 5-11P OnIs.ving Threshold National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 i NAMI ACTHORi7...l;D SIGNATURE: . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . - — — - ---- -- - 1 gas -• • • •.. . . . • • . • Ln 1 1 1 1 MAS©MI1y-E. i �" — — 149' MAX. OVERALL FRAME WIDTH O CQ 21" MAX 36.375" MAX. WOOD -EDGE STEEL DOOR UNIT _j d C° D.L.O. —I PANEL WIDTH — 37.5" MAX.Q Q 6'-8' DOUBLE DOOR WITH/ WITHOUT SIDELITES W/ASTRAGAL I FRAME WIDTH �I OZ fY J • ••• • • • • •• • p GENERAL NOTES . . • • • • • • • 1. EVALUATED FOR USE IN LOCATIONS ADHERING.TD• • • • • • • • • THE_FLORIDA_BUILDWG CODE AND WHERE PRESSURE • • • • • 000 • • 111 Q -U- REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM 1 — -- _ DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, —{- Lr) O DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON �m I I h Z Lo OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. ^ ,_ 3. WHEN INSTALLED IN THE WIND—BORNE DEBRIS REGION, ¢ Li EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), g O HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIREDON PANELS 4. POLYURETHANE mCNON-IMPACT OREFLAME SPREAD INDEX OF 50 I a AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E64. 5. PLASTICS TESTING: TEST DESCRIPTION DESIGNATION- LRE • FRAME SELF IGNITION TEMP ASTM D1929 842 'F > 650 'F RATE OF BURNING ASTM D635 1.28 IN/MIN LL N MIN— SMOKE DENSITY ASTM D2843 70.2% TENSILE STRENGTH• ASTM D638 1.6% DIFF COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 DOUBLE DOOR UNIT Wi SIDEUTES I AW li Ali �I j TABLE OF CONTENTS !SHEET #j DESCRIPTION I AmIlMr wn W NAI& GxGkxtlon Fb: Aflo 1 � x4 HBVIBMBd B$ 17ete I 4 KURT BALTHAZGR FLORIDA P.E. #56533 5/26/17 N.T.S. By.. SWS eY: NG NO.: -MA-FL0211-17 1 of 3 . . ... . . . ... . . . . . . . . . . . . ... . . . . .. . SEE DETAIL 3, L 6" E" { 3' �+13" G 3" 3 31 SEE DETAIL A •I•) i • • • • • • • • • i) • • •• •• 3' I I I - 0 W 4 -_•• 0.9621 1.437' T T a N INSWING THRESHOLD BUMPER 0/S THRESHOLD T4 OZ'S THRESHOLD D l 1 1.482"1.7-55' I W 1.437" FT-w� IRIES Z—SEO/S THRESHOLD 8 HI PHP O/S THRESHOLD THRESHOLD 8 ¢ n 6' — d _ 6" 3" I I 6" I c 6" 1 3' - --I 3" 3. 3" 3" 3, 6" —I 6' SEE DETAIL #8 x 2" F' ASTRAGAL RETAINER BOLT HOLE #8 x 2" #10 x 5/8" #10 x 5/8" STRUCTURE DEEP ENOUGHg I I #8 x 2" #10 x 1" DETAIL "E" ASTRAGAL #10 x 2-1/2" ATTACH ASTRAGAL RETAINER BOLT DETAIL "F" ASTRAGAL #10 x 1" STRIKE PLATE TO FRAME #10 x 5/8" AS SHOWN. HOT MELT ELASTOMER / /6 K 1-1/2" PHS HOT MELT 1/2* 1/2' BITE ELASTOMER EXIEffi4B " u�elos TYPICAL GLAZING DETAIL NON—IMPACT GLASS zo O W U a SEE DETAIL 1n "p" r 0 w N T _ _ I SEE DETAIL �I � C H C,. � 6 --f I— —1 I— 6" MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE FORA 1.375" THROW Add6nAxRbkM1 i i 5/26/1-/ omB SCALE'. N.T.S. DWO. B1': sws CHK. BY.: L0211-17 OF 3 DETAIL "C" DETAIL "D " { 1.375" � 0.9621 1.437' T T T INSWING THRESHOLD BUMPER 0/S THRESHOLD T4 OZ'S THRESHOLD l 1 1.482"1.7-55' I .• E��Jl047 1.437" FT-w� IRIES Z—SEO/S THRESHOLD HIGH DAM OZS THRESHOLD HI PHP O/S THRESHOLD THRESHOLD MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE FORA 1.375" THROW Add6nAxRbkM1 i i 5/26/1-/ omB SCALE'. N.T.S. DWO. B1': sws CHK. BY.: L0211-17 OF 3 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . • • • •SEE UETAR `• +— 3" r • • • • • • • E" SHT. � �• • ��- • • • 030 _ • • • �•• � 1 3" I c 6" 6" 3-71 3. 3" SEE DETAIL "F" SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4". 6" pt` • . • • • • • • • 6 . 1 • ••• •• V ! — V 1 — J Q CY O w W 8 CL SEE DETAILy — I I I --CG U H I I I L B — I ._.. � I I I 0 a 1 in v. I J "D" SHT. 2 SEE DETAIL o "C' SHT. 2 I A w i n ON A U � I� N i 6 a G • 6" 3" SEE DETAIL "F" SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4". 6" 3" �' g I L C 6" I t I 3.1 1MI" I s ". t. 1 0.25" MAX SHIM CL TYPICAL MASONRY ANCHOR INSTALLATION >• t 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50" — ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN 0.2 OF 1 —1 /2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHI MINIMUM EMBEDMENT OF 1-1/4". GL 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. TYPICAL WOOD BUCK ANCHOR INSTALLATION 6 3 3„6” HARDWARE SCHEDULE 1. �KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. 1"X1/2" CORRUGATED #I OX2" WOOD SCREW 3" FROM EACH END 6" FROM EACH END AND 7" OC ANDj 12" OC i ALCAUL —_r �T CAULK +y ACRYLIC LATEX rtT I i CAULK CL f COMBINATION WOOD COMBINATION WOOD MULLION (BOXED) MULLION (BOXED) 5" (3) 10X2-1 2" M WOA SCREWS EACH END Ad*dumtoNAN Rev U} Oele time �J INTEGRAL WOOD MULLION (CHS) DATE 5/26/17 SCALE; N.T.S. DWG. BY: SIMS CHK. BY: DRAWING NO.: DWG-MA-FLO211-17 THEE 3 OF 3 i; V — — J Q CY O w W 8 — I I I --CG U H I I I L B — I ._.. � I I I 0 a 1 in v. •i I 3" �' g I L C 6" I t I 3.1 1MI" I s ". t. 1 0.25" MAX SHIM CL TYPICAL MASONRY ANCHOR INSTALLATION >• t 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50" — ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN 0.2 OF 1 —1 /2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHI MINIMUM EMBEDMENT OF 1-1/4". GL 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. TYPICAL WOOD BUCK ANCHOR INSTALLATION 6 3 3„6” HARDWARE SCHEDULE 1. �KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. 1"X1/2" CORRUGATED #I OX2" WOOD SCREW 3" FROM EACH END 6" FROM EACH END AND 7" OC ANDj 12" OC i ALCAUL —_r �T CAULK +y ACRYLIC LATEX rtT I i CAULK CL f COMBINATION WOOD COMBINATION WOOD MULLION (BOXED) MULLION (BOXED) 5" (3) 10X2-1 2" M WOA SCREWS EACH END Ad*dumtoNAN Rev U} Oele time �J INTEGRAL WOOD MULLION (CHS) DATE 5/26/17 SCALE; N.T.S. DWG. BY: SIMS CHK. BY: DRAWING NO.: DWG-MA-FLO211-17 THEE 3 OF 3 L. Roberto Lomas P. E. t 1432 Woodford Rd. ° Manufacturer: Masonite Lewisville, NC 27023 1 Report #: 514010 434-688-0609 Date: 05/01/2017 rllomas(07.IrlomaSDe.com Test Report: N/A Product: Single door 3'x 68" (Wood Frame) Scope: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Anchor capacity in shear condition: Solid members w/ 6 w/out gap: i a. With threads present in shear plane Area Z (ft) N.O.A. 16-1222.06 Substrate: Hollow block • • • • Fastener type: #10 wood screw (NDS 2012, TR12)• Tabulated shear design value: • i • Nominal diameter: D: 0.190 in i Gap: • g: 0400 iN • • • • Root diameter: Dr: 0.152 in• 3 Moment arm: • • 0.0000 in • • • • � • Minimum required penetration: p: 1.140 in Screw bending yield strength: F= 80,a�•pii• • • • Side member: Douglas Fir -Larch (6=0.50) ° Main member: Spruce-Pinelh? ((VV41f • Z = 164 lbs Actual spacing: 3.00 in Reduction factor: Side member thickness: t, = 1.000 in Main member thickness: tm = iii"IR • Side member dowel bearing strength: F„ = 4,650 psi Main member dowel bearing strength: F< = • 3,3900lAi• • • • • • Side member dowel bearing length: I, = 1.000 in Main member dowel bearing length: Im = ld4D•iw • • • • • • • • • • •• •• •• • Mode I„ Mode I, Mode II Mode III,,, Mode III, 004 • •(Node IV • qm = 636.5 lbs/in qs = 884 lbs/in A: 0.0007 A: 0.00096 A: 0.00107 • • • A: 0.0014 P= 725.61 lbs P= 884 lbs 6: 1.07 B: 0.57B: 0.5 • • B: • O.:QP• • • • Ko = 2.400 Ko = 2.400 C: -427.67 C: -253.62 C: -267.7 • C: : 43.6 Zmz 302 lbs Z.= 368 lbs P = 331 lbs Ms= 46.8 in -lbs Mm= 46.8 in -lbs • • • • • • • • Ko = 2.400 P = 297 lbs P = 319 lbs P = 260albos• • Min. Design value: Z= 110 lbs Z= 138 lbs Ko = 2.400 Ka = 2.400 Kp = 2.400 Duration Factor: Co = 1.6 Z= 124 lbs Z= 133 lbs Z= 110 lbs Allowable Design Value (ZCo): Z'= 175 lbs/anchor Solid members w/ 6 w/out gap: a. With threads present in shear plane Fastener type: #10 wood screw (NDS 2012, TR12) Nominal diameter: D: 0.190 in Gap: g: 0.0000 in Root diameter: Or: 0.152 in Moment arm: 0'.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fb = 80,000 psi Side member: Douglas Fir -Larch (6=0.50) Main member: Steel strap/clip Side member thickness: t, = 1.000 in Main member thickness: tm = 0.048 in Side member dowel bearing strength: F„ = 4,650 psi Main member dowel bearing strength: F,„ = 611,850 psi Side member dowel bearing length: I, = 1.000 in Main member dowel bearing length: 1m = 1.140 in Mode I, Mode I, Mode II Mode III„ Mode III, Mode IV qm = 11752 lbs/in qs = 884 lbs/in A: 0.0003 A: 0.00059 A: 0.00033 A: 0.0006 P = 13397 lbs P= 884 lbs B: 1.07 8: 0.57 8: 0.5 B: 0.000 Ko = 2.400 Ko = 2.400 C: -4038.9 C: -3864.9 C: -267.7 C: -93.6 Z.= 5582 lbs Z,= 368 lbs P = 2287 lbs Ms = 46.8 in -lbs Mm= 46.8 in -lbs Ko = 2.400 P = 2126 lbs P = 420 lbs � P = 392 lbs Min. Design value: Z= 163 lbs Z= 953 lbs Ko = 2.400 Ko = 2.400 Ko = 2.400 Duration Factor: Co= 1.6 Z= 886 lbs Z= 175 lbs, Z= 163 lbs Allowable (Z Value Design C 9 o): Z'= 262 lbs/anchor Fastener type: 1/4" ITW Tapcon Area Z (ft) N.O.A. 16-1222.06 Substrate: Hollow block Minimum embedment: 1.25 in Edge distance: 4.00 in Tabulated shear design value: Z = 202 lbs Edge distance: 2.00 in Tabulated shear design value: Z = 161 lbs Actual edge distance: 2.50 in Reduction factor: 18.00 0.85 Spacing: 4.00 in Tabulated shear design value: Z = 202 lbs Spacing: 2.00 in Tabulated shear design value: Z = 164 lbs Actual spacing: 3.00 in Reduction factor: 0.91 Allowable Design Value (ZfAN): Z .= 155 lbs/anchor Minimum anchor capacity: 155 lbs/anchor Note: Anchors with the least capacity is used for calculations to quality anchors with higher capacity. Anchor calculations. minimum required anchors 36.38 Design pressure: 85.0 psf Al \ A2YA2 79.25 Al 1 of 2 Zone Area Z (ft) Load (lbs) Ind. (i^) Max. O.C. (in) Anchor Result Cap. Load (lbs) QtyLoad A, 2.3 195 N/A N/A 155 2 98 OK Az 7.7 656 6.00 18.00 155 5 131 OK 9 r E N *• 051 ��• TAT OF ; • RID P : • M 14NAL�E����� Luis R.! Lomas P.E. FL No.: 62514 1 5/2/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27023 Manufacturer: Masonite Report #: 514010 434-688-0609 Date: 05/01/2017 rllomas(c)Irlomaspe.com Anchor Locations: 79.25 36.38 18.19 6.00 TYP. 6.00 TYR. 1 RM f 13.45 MAX. O.C. 6.00 Installation instructions: 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS As SHOWN BELOW. 4. ALL FASTENERS TO BE CORROSION RESISTANT. 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI .052" THICK MINIMUM i 6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. 2of2 v •��G E N S'9V *' 0 = TAT 0 F >� �o�.. • 0 RtOP ��\.. fill Luis R. Lomas P.E. FL No.: 62514 5/2/2017 •••••• •• •••••• • •••• • ••••• •• •• •• • •••••• • • • • • •••••• v •��G E N S'9V *' 0 = TAT 0 F >� �o�.. • 0 RtOP ��\.. fill Luis R. Lomas P.E. FL No.: 62514 5/2/2017