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WS-14-2137BUILDING PERMIT APPLICATION Miami Shores Village Building Department SEP 30 ora 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 f Tel: 305 795-2204 Fax: 305 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS FBC20!' Master Permit No. �� _21 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: .4� S / R lt�- _3,c6 City: Miami Shores County: Miami Dade Zip: t /_ Folio/Parcel#: '•-Z2,3 / - ' / -3 '-it 40 Is the Building Historically Designated: Yes NO !r'' Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Phone#: 3e"Y sZb k S7 Address: l �%S' %.-k' /ice 3'4z, City: 141/h-sl,i` State:= G- Zip: :3 / 3 Tenant/Lessee Name: Phone#: Email: - fes`/r) •E' CONTRACTOR: Company Name: _-`I.G, ` Phone#: Address: City: Qualifier Name: State Certification or Registration #: DESIGNER: Architect/Engineer: Address: one#: Certificate of Competency #: Phone#: City: State: Zip: Value of Work for this Permit: $ ' Square/Linear Footage of Work: r' Type of Work: ❑ Addition ❑ Alteration ❑ New [►Repair/Replace ❑ Demolition Description of Work: � G,, c" <% 6 i d yr d�- ' 4— 6Ae —c— Specify color of color thru tile: Submittal Fee $ Permit Fee $ ` CCS $ y �� CCrCC .T^... Scanning Fee $ t L � Radon Fee $ ' DBPR $5 G Notary $ Technology Fee $� �'i Training/Education Fee $ %-<) Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Lim Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address Zip 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 appoved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this r C, day of pbt, 20, by i -t e*'` who is ersonally kno 0 me or who has produced as identification and who did take an oath. NOTARY PUBLIC: IJ,5Sign: Print: Seal: ***************** APPROVED BY . (Revised02/24/2014) The foregoing instrument was acknowledged before me this day of , 20 by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: JESSE WALTERS Seal Notary Public - State of Florida My Comm. Expires Sep 23, 2016 qF l t+ Tbjt; 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 OWNER BUILDER DISCLOSURE STATEMENT NAME:��Alrt/C'rl_ DATE: 3� i ADDRESS:.����' 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 isnot 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. I 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. Initialt* 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. 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 lease, which violates the exemption. Initial 401 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. 1, 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 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. j 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.myfloridalicense.com/dbpr/pro/cilb/index.html Initial_ " 11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial 12. 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 S�� day of 20 t/k� z who was personally known to me or who has Produced there License or as identificptioh"" A ff N E R^/ a NO ........... ,oma Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-220637 Permit Number: WS -9-14-2137 Scheduled Inspection Date: October 28, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: BENNETT, TONY Work Classification: Door Replacement Job Address: 10518 NE 3 Avenue Miami Shores, FL Phone Number 305-751-8865 Parcel Number 1122310130410 Project: <NONE> Contractor: HOME OWNER �unuIny vaNarunrnL wrnrnenis REPLACE SIDE DOOR ON GARAGE INSPECTOR COMMENTS False October 27, 2014 For Inspections please call: (305)762-4949 Page 15 of 35 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. October 27, 2014 For Inspections please call: (305)762-4949 Page 15 of 35 1APPROVED BY DATE ZONING DEPT f3LC,G DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL 'i FATE AND COUNTY RULES AND REGULATIONS ° °°° ° ° ° ° °° ° ° °°~ ° ° ° ° °°° °°°° ° ^ ° ° ° ~ ° ° 1APPROVED BY DATE ZONING DEPT f3LC,G DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL 'i FATE AND COUNTY RULES AND REGULATIONS Luis R, Lomas P. E. wood screw 1432 Woodford Rd. • • • • n4anuiaClure*ro Ma:onit2 Lewisville, NC 27023 • • • Reporh#: 504A • 336-945-9695 • • • • • a Date: 12%429,09• Product: Single Door 3'x6'8" 1.330 in Scope: 1.6 This analysis provides calculations, quantities, and spacing requirements foi•installing predretAo substrate;and it applies only to the product described herein. These calculations comply with reg16irenw* is of ttie,Flariria building0 fade. 107.0 lbs 00 Drawings verification: Mode IV This analysis verifies anchoring for the following drawings: 2.50 in DWG-MA-FLO120-05 DWG-MA-FLO130-05 DWG-MA-FLOM63-06• • DWG-MAfL0388- DWG-MA-FLO122-05 DWG-MA-FLO132-05 DWG-MA-FLOA55-16: : DWF-MA-FL5i7 DWG-MA-FLO124-05 DWG-MA-FLO134-05 DWG-MA-FL04646: : : [i&GAA-171- 2- DWG-MA-FLO126-05 DWG-MA-FLO140-05 DWG-MA-F0M60-t7' ' CwtA,Q PL5T74-07 DWG-MA-FLO128-05 DWG-MA-FLO151-06 DWG-MA-FLO162-07 DWG-MA-FLO175-07 Anchors to be qualified: 1. #10 Wood screw, for installation in wood frame substrates. 2. 3/16" ITW Tapcon, for masonry installation Anchor capacity in shear condition: Fastener type: #10 wood screw Side member: Douglas Fir -Larch Side member thickness: is = 1.000 in Side member dowel bearing strength: F. = 4,650 psi Minimum required penetration: 1.330 in Duration Factor: Co = 1.6 Allowable Design Value: Z'= 171 lbs/anchor (NDS 2005,11.3) N.O.A. 07-1126.10 Substrate: Hollow Main member: Spruce -Pine -Fir Main member thickness: tm = 1.500 in Main member dowel bearing strength: F_ = 3,350 psi Screw bending yield strength: Fyb = 80,000 psi Tabulated lateral design value: Z= 107.0 lbs Tabulated shear design value: Z = 197 lbs Mode IV Fastener type: 3/16" ITW Tapcon N.O.A. 07-1126.10 Substrate: Hollow block Max. O.C. (in) Minimum embedment: 1,25 in Cap. Load (lbs) Qty (lbs) Minimum edge distance: 1.13 in Minimum C to C spacing: 2.25 in Tabulated shear design value: Z = 112 lbs Actual C To C spacing: 3.00 in Minimum edge distance: 2.63 in C to C spacing factor: 1.00 Tabulated shear design value: Z = 197 lbs 18.00 Actual edge distance: 2.50 in (lbs) Design value per interpolation: Z = 189 lbs Al Allowable Design Value: Z'= 189 lbs/anchor 6.00 Minimum anchor capacity: 171 lbs/anchor 170 Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. Anchor calculations, minimum required anchors Pressure against stops with bump threshold: 36.38 Design pressure: 85.0 psf i 79.25 I A2 A Single. Pressure away from stops: 36.38 Ali Al 79.25 1 of 2 Zone Area 2 (ft) Load (lbs) Ind. (in) Max. O.C. (in) Anchor Result Cap. Load (lbs) Qty (lbs) Al 2.3 1 195 N/A N/A 171 2 98 OK Az 7.7—F656 6.00 18.00 171 5 131 OK Design Dressure: 85.0 psf Zone Area Load Ind. Max. O.C. Anchor Result Cap. Load i (ft) lbs ( ) in () Qty (in) (lbs) (lbs) Al 10.0 851 6.00 18.00 171 5 170 OK Luis R. Lomas P.E. FL No.: 62514 1/7/2010 Luis R. Lomas P. E. t } 1432 Woodford Rd. : • .: M9nuf9c1ur;b KKU;onit;• Lewisville, NC 27023 • F* o* rt;: 909W 336-945-9695 • • • • • • •• • • • Bate: 12/g9/89 Single. Pressure against stops with saddle threshold: 36.38 • besign presV% %5.0 psf • • qt, Zone Area d: (1 : �: O.C.; Result ap . 1841 Y A2 A2 79.25 (ft) Z (14) die) (inf (16s) (Ib' Al 2.3 195 N/A N/A 171 2 98 OK I AZ 8.9 753 • b.0@ •18.00 •171 • •S • •151 OK Anchor Locations: 79.25 36.38 18.19 6.00 TYP. 6.00 TYP. 6.00 13.45 MAX. O.C. 1- 6.00 Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. 2of2 J�j�11Itt1111'�`. Luis R. Lomas P.E. FL No.: 62514 1/7/2010 NAMI NOTICE F PRODUCT LINE CERTIFICATION • • •.. • • • •• • • 0% Certification No.: N100611E 3 ' . Datw. .07t29/2005 o. Re loir p;1 01his.". Certifrcatic�n'�'�►r�1in1: '•'Sl• •' Company; Masonite International Code.'' M-7&1 The "Notice of Product Line Certification" is valid only when Administrator's Seat is applied to the upper left hand portion of this form and a certification label is applied to the }product. This certification seal represents product conformity to the applicable specification and that all certification criteria 'las been satisfied. The products and systems luted below are approved for listing in the Directory of Certified Products at www.I IA1 it ort t tt n,corrr; Please review, and >advise NAMI immediately if data, as shown requires corrections. Company: Masonite rite Int action l Corporation 1955 Powis Road West Chicago, 1L 60185 Product Line: M sogite Metal-Ld a Steel Side-Nin ed LDoor Units Test Report: NCTL-210-1861-1 ,7,8, lil- 1 , /210-1987-1 l4l,6,7t81 1{0,11.,121210-1897-1,21314,5,6/210-1"5-1,",415,6/210-1 "0-I,2A4,6/ CT .A685W/1122'4 ' Section l: General Description of the Products and Systems under this Certification 1.1 Frame: The frame jambs consist of finger jointed pine with all corners cow, butted, and sealed using three 2" long wire staples (.04375"). 1.2 Mullion Construction, "where used; each mullion constructed of laminated ,lumber with a pine cap and attached to the Header and threshold with three #10 x» '' Philips Plat Head "mood Screws, 1.3 Glazing: Where used, the overall insulated glass was glazed into a rigid plastic lip-lite fraine. Consisted of symmetric monolithic insulated glass with 3mm (0.118) tempered glass with al minurn, steel or butyl spacer. 1.4 Door Leen Construction: Each door leaf was constructed from 0.0171"(68" height) or 0.020"(8'0"height) thick ,galvanized steel facings. National Accreditation && Management Institute, Inc. 4794 George Washington Memorial Highway Bayes, VA 23072 Teh 804) 6"51 24,/Fax: (804) 684-5122 Certification Ido.; 1�10O6115-R3 Page 2 Section 2; Registered Suppliers • • • ..... . ... . .. 2.1 Door Liter ODD or Specialty 2.2 Astragal: Endura Ultimate .. .. ... ....... % Section 1 Additional Supportive gest or 4eceptairr'ce :I)W*-IWvided with Certification Documentation included, 3.1 Miami -Dade Building Code Compliance Notice of Acceptance for Lite Frame Material, OA 07-08(!1.85 and ETC Test Report Number ETC -42-797-12517.1 3.2 Surface Burning Characteristics for Foam Filled Door performed b Omega Point Laboratories to ASTM E84-98, Standard Test Method for Surface Burning Characteristics of Building Materials -Report No. 15977-104313. 3.3Anchor Calculations for: Anchor Performance Calculation Report -Performed by Luis R. Lome, P.E. (Florida No. 62514). 3.4 National Accreditation & Management Institute, Inc. W-1416. See additional' Pages of Certification for Certified Product Line Matrix(s) and Installation Details. If you have any questions regarding this certification, Tease contact NA9vll at (8 4) 684-5124. National Accreditation & Management Institute, Inc, 4794 George Washington Memorial Highway/Hayes, 'A 23072 Tel; (804) 684.5124fF'ax; (804) 684-5122 NV1- Company: Masonite international Corporation Certification No.: N1006115 -R3 Page 3 1"S Powis Rout Certification Date: 07/29/2005 'rest Cbicago, IL 60185 Expiration Date.', 12/31/2014 Revision Date: 11/19/2010 Product: Metal -Edge Opaque Inswing or Outswing door w/ and rvlo ren -impact Rated Sidelites (w/Wood Frame unless noted) Specifications Tested To: TAS 201-94/202-94/203-94/ASTM 330 The "Notice of Product Certification" is only valid it 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 misting at www.Na_miE,_eLtLf1cstjgn.com. NAMi's Certification Program is accredited by The American National Standards institute (ANSI). National Accretfztatton AW Mann etnent institute. Tel; NAMI A Tl a1 Inswing Glazed Structural Missile `Test Report Number' Configuration or or Maximum Desigo 7PWrTeS*eSSU1t1rre Impact Drawing Number & +f�utswin 0 ue Size Pressure Rated comments I/S Opaque 3Wx 6'8" +76/-76 2.$6 psf Yep cit. -210-1864-1 .2,3,4 Single Maximum Panel Size; 3'0"x 6'8" Anchor icuil-MA- LO132-115 X f3/S Opaque 3'0" x 6'8" X7606 8.25 psf Yes Wrt,^210-1961-1:2,3.7.8,9 Single Maximum Panel Sipa 3'0" x 6'8' Anchor L twit -MA -8,0132-05 XX Double I/S Opaque 6110'' x 6'8" +55/-55 2.86 psf Yes NCrl 21ti-i9t15-l.2 394>5a6 Maximum Panel Si . -v: 3"'0" x�8 6 'ISidettgit" e: 3' x 6VAn hor l)ctail"Ft`SA-FL0132-:3 XX Double O/S Opaque 6'4" x 6'8" +55/-55 8.25 psf Yes, d3CT1. 21OA905-1.2,3,4,5,6 Maximum Pawl Saxe, 3'0'x 6'8 1Sairr%i► 3'i3" x 6"8" Anchor tail-MA-FLi "� sW' • • • • • X010X Single w/Sidtelitc :qGlazed Opaque 6'0" x 6�8" +55/-55 2.86 psf Doerr -Yes Sidelite¢No NCl°t �10-1115'l,Z,3.4,5,ti Maximum Panel Size:3'0"x 6'8"*idtl::t' 0" x :: • • : • A=h il�A 'I.Qi3 V5 X010X Single w/Sidelit Opaque boor Glazed Sidelite 6"W' x 6'9" +55/-55 8.25 pat` Door -Yes Sidelit - NCs l , a , ,6 • • • • • • Maximum Panel It" x 6'8°"jWjt�:l,r x &8" A ehor0e"4* iA-FLfi1PN-0(i• ***so. OX0 Single w/a idelit 8 g I/S Opaque Door Glued Sidelites 9'0" x 6'81' +551-55 2.86 psf Door --Yes Sidelites-No r1CU,•VA)*1 ii15w1,2ja1,S9s• • • • • • Maximum Panel 4ig� jr x 6 r)%W Vs3W' x 6.4�'• • : • Atte a -lug-FL�ti32-.05 OX0 Single WlSidlites C / S -Opaque iii Glazed SideliWs 9'W' x 6'8'1 +5 1/-55 8.25 psf Door-Yesl�tc� Sidelites-No 21+x-1 �-1a2�.�tssa6 Maximum Panel Sia. 3'ex 6'r4Wa�-.j'll" x �' '� • • • Anc FLGt132 ii5 • OXX0 Double w/Sidelites I/S ue boors Glazed Sidelites 12'4" x 6'8" +55/-55 2.86 psf Door »Yes Sidelites-No iaCT0?l0-l"5-1.2.3a4:i%, - • Maximum Panel Size: 3'Or x 6°8"/41delitc; 3'Or x 6°8 Anchor l«MA-FL0132- 5 OXX0 Double /S�liti� C3I5 ue Doors Glazed Sidelites 12'4" 6'8" +55/-55 8x25 i f Doors -Yes Sidelines -No 1 NC-rL 210-1905-lA3A5.6 Maximum Sim 3V x11"/Si lite_ XW x 6'8" Anchor ill--FL0l32-0$ National Accretfztatton AW Mann etnent institute. Tel; NAMI A Tl a1 Company: MasoniteInternational Corporation Certification o N10061 15-R3 Page 1"S Powis Road CertificationDate: 07/29J200 Nest Chicago, II. 60195; Expiration Date: 12/31/2014 Revision Date: 11/19/2010 Product: Metal -Edge Steel Opaque Inswing or Outswing Door w/ and w/o Non -Impact fated Sidelites, (w/Wood Frame unless n tedj' Specifications Tested To: TAS 201-94/202-94/203-94/ASTM E331 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 t to applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAM!'s Certified Product Listing at raw_._N nr'certification.c m. NAM I's Certification Program is accredited by The American National Standards Institute (ANSI). loswing< Glazed Structural '' Water Missile' Test Report Number Configuration or or Maximum Design Test Impact Drawing Number Outswin t3 a ue= Size Pressure Pressure hated Comments X V Opaque 3'W" x 8'0'* +49.31.49.3 2.86 psf Yes NCT - r0-lssc-1,2.3,4,] Single Maximum Panel Size: 3'W' x 9'W' Anchor flail -MA FLO133-U5 O/S , Opaque 3,0„ x g,q" +48.3/48.3 7.30 psf Yes NC11210-199e-12 3,4,5,6 Single Maximum Panel Size. 3'W x 8V AnchorDetail-MA-FLit133-05 XX VS Opaque 6'0" x 8'W' +4831-48.3 2.86 psf "Yes 1.rCT1, its -19s0-1,2,3,4,5:6 Double Maximum Panel Size. 3'0" x SIV/Sidelite: 3'il"' x 8,0„ Anchor Daail-MA-1`1,0133-0i XX O/S Opaque 6'li" x 8'0" +48.3/48.3 7.30 psf Yes NC`TL,2s10-1980.1,2,3, ,5,6 Double Maximum Panel 5 v: 3'13" x "�,�Nr t: 3V $'t# r XO/OX lfS Opaque Dior 6'i}" x 8'0" -a-48.3148.3 2.86 psf Door -Yes 990-1;;,3.4.5.6 • Single wlSidellte Glazed Sidelite Sidelite--No Maximum Panel Size: 84s4l to:3,0" '0 •. • W-05 XO/CIX O/S Opaque Door 61011 x BV +48.3/-48.3 7.30 psf Door -Yes NC'11� - 0-1,2,3,4, ,6 • • • • • • Single w/Sidelites Glazed Sidelite Sidelite-No Maximum Panel 91fe! `2" x 3,01, ,o " Anc6i*W1-MA-FLa1334 ..... Off{ l/S Opaque Door 9'p" x 8V +48.3!-4&3 2.86 psf Door -Yes Mita►3�l�rc��984-12,i�1,t{� • • • Single wlSidelit Glazed Sidelites Sidelines -No Maximum l�snel� �'b" x 8°ta't5iiist d: 3'0 . I. •. AnA r . 1-MA-FLr313 »05 • 46 OXO O/S Opaque Door 9'0" x 8'0" +483148.3 730 psf Door --Yes NtsLL-24041980-1 ,3,4,5,6 • Single wlSidelites Gland Sidelites Sidelites-No MaximumPsitel'Saae.31"x 8'44"1* 3V ��' • • • Anc or-MA4'?,0133-05 OXXO Its Opaque boors 12W' x 8'tt" +49.31-48.3 2.86 psf Doors -Yes CA,*2l0A9Wi-1,2,34 * Double w/Sidelines Glazed Sidelites Sidelites-No Maximum Panel Sizer 3'12" x 8`tt Slid ite. 3'11., x 8'0" Atech 'l)"ail-MA-FLQ133-{1S OXXO O/S Opaque boars 12'4" x 8'(i" 148,3148 3 7.30 psf Uoi rs-Yes NCTlwr2"10-1980.12,3,4,5,6 Mable w/Sidelites Glazed Sidelites Sidelites-No Maximum Paul Size. 3'0" x W/Shite: 3'0"x 9'0 - Anchor hail -MA- L0133-05 National Accreditation & l anaeement Institute. Inc,J4794' Georee Wash$ngten Memorial Ifighwgy/filwyes. VA3072 Tel: (804)-3124IFaa: ) 684-5122 NAM1 AUTHORIZED TUt : r NOTICE OF PRODUCT CERTIFICATION Company:, Masonite International Corporation Cerdfication No.. N1006115-113 Page 19S5 Powis Road Certification date. QV299005 West Chicago, 11L 60185 Expiration date: 12/31/2014 Revision date:11119/2010 Product: Metal -Edge Steel Glazed Inswing or Outswing Door wv/ and w/o Noon -impact Rated Sidelites (w/Wood Frame unless noted) Specifications Tasted To.; TAS 202-94/ASTM E334' 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 Listing at w .Namicertificatiors.com. NAiMI's Certification Program is accredited by The American National Standards Institute (ANSI.). Inswing Glazed Structural Water Missile Test Report Nomher Configuration or or Maximum Design Test Impact drawing Number & outswing Opaque size Pressure Pressure Rated Comments X I/S +Cil 3'0" 61" +50.5/-50.5 196 psf No N I`L-210 11997-t,z,3 4,5,6 Single Maximum Panel' Size: '.YV' x 6`8" _ Anchor Detall-MA-FL0134-05 X C3/S t.)lazed 3V x 618" 50.5/_56,5 7,60 psf No I i<;° I,21ct-t 't -1,x,3,4.5,6 Single Maximum Panel Sive. 3'()" x 6V Anchor Ictail-MA-1`0134-0 r XX I/ `' Glazed 6'W' x 6'8" +50,51-50.5 2.86 fist' No NCTL-214-1897-1,2,34,5,6 Double Maximum Panel Size: 3'W' x 6'8- Anchor Detail -MA -r-1,0134-05 XX G/S Glazed 610" x 6'W' +50.5/-50,5 7.60 psf 'No NC L-2111-1997-1,2,394.5,6 Double Maximum Maximum Panel Size- 3V x 61" M-Wl-MA.FJ.4P134-05'. XO/OX I/S Glazed lir 6'0„ x 61" -x-50.5/-%5 2.86 psf fi r-bio�NCT° , 2ltr-1 ? J_ .4_j4 5„6 ...... Single w/Sidelite Glazed Sidelite Sidelite-No MA -AL -015/16117118/1=! 11121.1}2 • •' Maxiinum Anel ;x3-.iJ'.6-r X010X O/S Glazed Door 6'0” '8" +50.5/-50.5 7.601 psf Int -No •O"ti•-216-1 741 254,5,6 ..... Single w/Sidelftes Glared Sidelite Sidelite-No Ma***on Pawl size: 3'0"X 61" • • OX0 I/S Glazed Door 9'0" x 6'8„ +50.5/-50.5 2.86 psf I r Single w/Sidelltes Glazed Sidelites 5tdelites-No Mp4ifh,1tjp1Panc1 Si .•3•t�'1c 61., ...... Anchor l ail -MA- LO134-05 • GXG O/S Gland Door TV x 6'8" +50.5/-50 7.60 psfDoor-No -lt'ltl 1897-1,2, ,4,s t • ' Single w/rdetltes Glazed Sldelttes IximumPan• • • • • • 4 j1 6,8.,el l S1r;teirtes bio M=1-rvl��l+ttt13-115 • OXX0 I/S Glazed doors 12'6" x 61" +50.5/-511,5 196 psf Doors�No to art - t 1 711 ,6 • • Double wl ldelltes Glazed Sidelues Sidel s -No Maximum Panel Siiw1 ti"' x 6'9- Anort il- A -F1,0134.05 OXX0 +CM/S Glazed Doors 12'6" x 61" +A /-50:5 7,60 psf Door No NCi°i.-210-1897-1,2,3,4,5,6 Double w/Sldelites Glazed ldelites Sldelltes-beat Maximum Pwvl We: Yff" x 6'8 - Anchor il-MA-FL0134-05 National Accreditation ,& Management Institute, IncJ4794 George Washington Memorial Highway/Hayes, VA 72 Tele (04) 124/Fax. (804) 684-5122 NAMI AUTHORIZED SIGNATURE: I ! ! Company: Masonite International Corporation Certification No.: N1006115 -R3 Page h 1955 Powis, Road Certification Date. 07/29/2005 'West Chicago, L 60185 Expiration, Date. 12/31/2014 Revision Date. 11/19/2010 Product:" Metal -Edge Steel Glazed Inswing or Outswin�g Door / and w/o Ton -impact t+ ideiitex (w/Wood Frame unless noted) Specifications Tested To TAS 202-94/AS's" 30 The "Notice of Product Certification" is only valid if the. NAMt Certification Label has been applied to, the product as described within this document. The certificate+ NAMI's Cer a.Progrow is accredited by The American National Standards Institute (ANSI). Management Inst `Tel. a NAMI AUT t) 684-5124/Fax: (804) 684-5122 )RIZED SIGNATURE: Inswing Glazed Structural Water < Missile Test Report Number Configuration or or Maximum Test Test Impart Drawing Number & I Outswin b a ue Size Pressure Pressure Rated Comments X I/S Glued : 3,W" x,8,0" +43/45 .$6 psfo NCTL,-21ti-18874 8,%10,11,1'..,2 Single .> Maximum Panel Sizc, 3, ff,, x 8'h,'. Anchor Detail-MA-FLA135-05.> O glazed 3'W' x 88V+431w4 r 6.18 psf No NCT1: 2111-11187-7,8;9,10,11.12 Single Maximum Patel Size: 3'11"' x 8'0" Anchi�r Demil-MA-H,0135-45 X i/S Glazed 6'W' x 8'0" 443/-45 2.86 psf No raCTI,: 210-1887-7,9930,11.12 Double Maximum Panel Size: 3`4'" x 8'0" 4 Anchor Detail -MA -Fl, :X Ct's' Glazed , 6'ii" x $'0" +431-4 6.48 psf No UL 10 � 74,9» +10,1 iii' Maxin4 " " `W • • • Double Sine: 3't x $ rit�hm*&taii'-+1MA 11 V-4 -;. '•••••• • National Accreditation & Vlana itute. lite./47% Geolrte WashingtonMemorial: Hiehwavli avec. VAM72 Management Inst `Tel. a NAMI AUT t) 684-5124/Fax: (804) 684-5122 )RIZED SIGNATURE: •• • 8UALDING'S PEAK ROOF Hof vs DESIGN LOAD FOR COMPONENTS fi. CLAD 040 (P&F.) FW ASCE 7-10 - PEAK ROOF HERW LESS RlfANY DR EOUAL TO dam' FEET BASIC WIND SPEED = 175 mph RISK CATEGORY 11 BUILDINGS_ RESIDENTIAL, APARTMENT AND COMMERCIAL BUILDINGS BASIC WIND SPEED = 175 BUILDINGS DESIGN LOADS INDICATED BELOW SHALL ONLY BE USED FOR THE DETERMINATION OF POSITIVE OR NEGATIVE DESIGN LOADS INDICATED BELOW SHALL ONLY BE USED FOR THE DETERMINATION OF POSITIVE OR NEGATIVE Poor HEIGHT PRESSURES FOR A GIVEN OPENING OR OPENINGS OF A BUILDING WHERE SAID OPENINGS ARE SURROUNDED BY PRESSURES FOR A GIVEN OPENING OR OPENINGS OF A BUILDING WHERE SAID OPENINGS ARE SURROUNDED BY A > 50 Ft ** OTHER OPENINGS LOCATED WITHIN THE LOWEST 50 FEET OF BUILDING, AND WHICH ARE PROTECTED AGAINST WIND OTHER OPENINGS LOCATED WITHIN THE LOWEST 60 FEET OF BUILDING, AND WHICH ARE NOT PROTECTED AGAINST POSITIVE •90RNE DEBRI BY PEAK OF IMPACT RESISTANT GLASS OR ADEQUATE HURRICANE SHUTTERS. POSITIVE NEGATIVE WIND BORNE DEBRI BY PEAK OF IMPACT RESISTANT GLASS OR ADEQUATE HURRICANE SHUTTERS, PEAK •• • • ROOF •.• 2* 2 2 *# �1 <02D FT 20 FT < A < SD FT 2 �k# A > 50 FT 2'#' 2 2 * A < 20 FT 20 FT S A < 5th FT k > 5D FT ? *# HEIGHT 000000 137, 1 113.4 183:9 106.8 166.0 > 70'-80' 8619 159:3 80.1 141.0 • • (h) 0 • 0 POSITIVE 0 0 0 0 NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE f 163.3 , 66:8 0000 89.4 63.8 83.4 59,8 I 75,4 87.7 1 l0.3 84.7 104:3 80.7 96.3 2C. '.. 70, .... 95.0 67.7 88.5 63.5 80,1 93,2 1172 90.0 110.8 85.8 102.4 r15' 25' 74:3•••.•• 99:5 71.0 92,9 66,6 I 84,0 97.6 122:8 94.3 116:2 89.9 1073 0' ••• 77.20••••• 103.4 73.8 I 96,5 59.2 87.3 101.5 127.5 98.0 120:7 93.4 111,5 0' 10 • • 82-1: • • 0 I 109.9 78.4 102,5 73.5 92.7 107.8 135.6 104. 1 128.2 99.2 1 18, 4 15040'-50;j,,�; 86.4 0115.2 82.1 107,4 77.0 97.2 113:0 142.1 109.1 134.4 104,0 1241 184:4 92.6 163.1 135.0 218.8 1271 w 89.4 ( 119:7 85.4 111,6 $0.1 1Q7 p 1174 1477 113,4 139:7 1 108,1 129,0 BASIC WIND SPEED = 175 BUILDINGS NOTES: PROFESSIONAL ENGINEER'S SIGNATURE AND SEAL INDICATED ON THIS DRAWING ARE ONLY APPLICABLE TO GENERIC WIND PRESSURE CHARTS BASED ON A.S.C.E. 7-10 CHAPTER 30, REQUIREMENTS FOR A BASIC WIND SPEED OF 175 mph & APPLICABLE IMPORTANCE FACTORS, SPECIFIC DESIGN WIND PRESSURE MARKED OR HIGHLIGHTED ON T1415 GENERIC CHART BY THE CONTRACTOR FOR AN SPECIFIC JOB, AT THE TIME FOR APPLYING FOR A PERMIT, AND DETERMINED BASED ON AN SPECIFIC PEAK ROOF HEIGHT, WIND EXPOSURE, END ZONE HAVE NOT BEEN ANALYZED BY THIS ENGINEER NOR THEY ARE BEING CERTTFED BY THIS ENGINEER, SHOULD THIS CONDITION NOT THE ACCEPTABLE TO THE BUILDING OFFICIAL, THEN THIS SIGNED AND SEALED GENERIC WIND PRESSURE CHART SHALL NOT BE USED TO OBTAIN ANY PERMIT WHERE SPECIFIC DESIGN WIND PRESSURES ARE REOUIRED TO BE CERTIFIED BY A PROFESSIONAL ENGINEER. �4t1d9@6ddd}Id This is Not A Master Drawing. Valid Only For One Time Permit.. S * * ;)L' PRODUCTS WHICH BEAR A s 44167 MIAMI-DADE COUNTY OR A F.B.C. I _ APPROVAL e INDICATED PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF SLOPES. e®aGg N H� FENESTRATION DEFINED AS L (1) A S x L, WHERE S = WINDOW 7 DOOR WIDTH L = WINDOW / DOOR HEIGHT / S .TixrD . w>,Nrnr /SINGLE DDDR A DESIGN LOADS INDICATED BELOW SHALL ONLY BE USED FOR THE DETERMINATION OF POSITIVE OR NEGATIVE PRESSURES FOR A GIVEN OPENING OR OPENINGS OF A BUILDING WHERE SAID OPENINGS ARE SURROUNDED BY OTHER OPENINGS LOCATED WITHIN THE LOWEST 60 FEET OF BUILDING, AND WHICH ARE PROTECTED AGAINST WIND BORNE DEBRI BY PEAK OF IMPACT RESISTANT GLASS OR ADEQUATE HURRICANE SHUTTERS. DESIGN LOADS INDICATED BELOW SHALL ONLY BE USED FOR THE DETERMINATION OF POSITIVE OR NEGATIVE PRESSURES FOR A GIVEN OPENING 'OR OPENINGS OF A BUILDING WHERE SAID OPENINGS ARE SURROUNDED BY OTHER OPENINGS LOCATED WITHIN THE LOWEST 60 FEET OF BUILDING, AND WHICH ARE NOT PROTECTED AGAINST WIND BORNE DEBRI BY PEAK OF IMPACT RESISTANT GLASS OR ADEQUATE HURRICANE SHUTTERS. Poor HEIGHT A.G. A f 60 FTZ * k A > 50 Ft ** CASEMENT WINDOWS/DOUBLE DOORS, A < 50 FT2 A > 50 FT2 * � DATE (h) POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE > 50'-70' 84:5 154:9 778 137, 1 113.4 183:9 106.8 166.0 > 70'-80' 8619 159:3 80.1 141.0 115.7 189.1 109.8 170:8 > SU -90' 89,1 f 163.3 82-1 144.5 119.6 193:9 112i6 175.0 > 90'-1 00' 9111 167.0 83.9 147.8 122.3 198:2 115.1 179, 0 > too' -120 94.7 173:5 87.2 153.5 1271 206:0 119.6 18610 * 120'-140 97.8 17943 90.1 158.6 131.3 212.7 123.6 192,1 > 140'- 1601 100.6 184:4 92.6 163.1 135.0 218.8 1271 1976 > t50'-fso 103.1 189:0 95.0 1672 138.4 22.4.3 1.30.3 202;5 > 180' -zoo 105.4 193.2 97.1 171.0 141.5 229.3 13342 2071 > 2004-250 110.5 202.5 101.8 179.2 148.3 240.4 139.6 217 1 > 250'-300 114.8 210:5 105,8 186.2 154.1 249.8 145.1 225.5 > 300'-350 118.6 217.4 109.2 192.4 159.2 258.0 149,9 233.0 • 350'-400 122.01 223.6 112.4 1978 163.7 25544 154:1 239.6 > 400'-450 125.0 229:2 115.2 202.8 167.9 272.0 158.0 245.6 > 45O'-500 1278 234:3 117.8 207.4 171.6 278.1 161:6 251.2 NOTES: PROFESSIONAL ENGINEER'S SIGNATURE AND SEAL INDICATED ON THIS DRAWING ARE ONLY APPLICABLE TO GENERIC WIND PRESSURE CHARTS BASED ON A.S.C.E. 7-10 CHAPTER 30, REQUIREMENTS FOR A BASIC WIND SPEED OF 175 mph & APPLICABLE IMPORTANCE FACTORS, SPECIFIC DESIGN WIND PRESSURE MARKED OR HIGHLIGHTED ON T1415 GENERIC CHART BY THE CONTRACTOR FOR AN SPECIFIC JOB, AT THE TIME FOR APPLYING FOR A PERMIT, AND DETERMINED BASED ON AN SPECIFIC PEAK ROOF HEIGHT, WIND EXPOSURE, END ZONE HAVE NOT BEEN ANALYZED BY THIS ENGINEER NOR THEY ARE BEING CERTTFED BY THIS ENGINEER, SHOULD THIS CONDITION NOT THE ACCEPTABLE TO THE BUILDING OFFICIAL, THEN THIS SIGNED AND SEALED GENERIC WIND PRESSURE CHART SHALL NOT BE USED TO OBTAIN ANY PERMIT WHERE SPECIFIC DESIGN WIND PRESSURES ARE REOUIRED TO BE CERTIFIED BY A PROFESSIONAL ENGINEER. �4t1d9@6ddd}Id This is Not A Master Drawing. Valid Only For One Time Permit.. S * * ;)L' PRODUCTS WHICH BEAR A s 44167 MIAMI-DADE COUNTY OR A F.B.C. I _ APPROVAL e INDICATED PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF SLOPES. e®aGg N H� FENESTRATION DEFINED AS L (1) A S x L, WHERE S = WINDOW 7 DOOR WIDTH L = WINDOW / DOOR HEIGHT / S .TixrD . w>,Nrnr /SINGLE DDDR A WA Tony Bennett 10581 NE. 3 Ave Miami Shores, FL 33138 a'u�Ll�>'wda SCANEMATic � 1 L -S�--s - SINGLE HUNG itll MW CASE'MME: WWOW ©R 2Qu=-:2QOR I `FENESTRATION DEFINED AS; (1)A1= LxL, WHERE 3 j L = FENESTRATION HEIGHT (2)A2 = SxL, WHERE I S = PANEL WIDTH L = FENESTRATION HEIGHT USE A = MAX (A1, A2) tL ECOIFICI TILLIT TESTING & ENGINEERING COMPANY 6)35 KW. J6th Sk Ste. 305, VIRGINI4 GARDENS R J3164 Phone : (305)871-1530 . Fax : (J05)871-1531 e -moil: t0f.c.0m ccm EB -0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lilt. if 44167 FENESTRATION DEFINED ASt (1)A1= Lxt WHERE 3 L = AS PER GRAPHS (2) A2 = S x L , WHERE 5, L = AS PER GRAPHS (3) A = MAX (A,, A2) TO USE TABLES 2010 FLORIDA BUILDING CODE - MIAMI DADE COUNTY SSC€ 7-121WIND PRESSURE CHART, RISK CAT. It BLDGS. DRAWN By. AXED WINDOWS/SINGLE DOORS/STOREFRONTS/SLIDING A.G. LASS DOORS OR HORIZ. SLIDING WINDOWS/SINGLE HUN CASEMENT WINDOWS/DOUBLE DOORS, a WIND PRESSURE CHART DATE 6ASIC WIND SPEED - 175 mph (KD = 0.85) ' EXPOSURE V" 12-068 WA Tony Bennett 10581 NE. 3 Ave Miami Shores, FL 33138 a'u�Ll�>'wda SCANEMATic � 1 L -S�--s - SINGLE HUNG itll MW CASE'MME: WWOW ©R 2Qu=-:2QOR I `FENESTRATION DEFINED AS; (1)A1= LxL, WHERE 3 j L = FENESTRATION HEIGHT (2)A2 = SxL, WHERE I S = PANEL WIDTH L = FENESTRATION HEIGHT USE A = MAX (A1, A2) tL ECOIFICI TILLIT TESTING & ENGINEERING COMPANY 6)35 KW. J6th Sk Ste. 305, VIRGINI4 GARDENS R J3164 Phone : (305)871-1530 . Fax : (J05)871-1531 e -moil: t0f.c.0m ccm EB -0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lilt. if 44167 FENESTRATION DEFINED ASt (1)A1= Lxt WHERE 3 L = AS PER GRAPHS (2) A2 = S x L , WHERE 5, L = AS PER GRAPHS (3) A = MAX (A,, A2) TO USE TABLES 2010 FLORIDA BUILDING CODE - MIAMI DADE COUNTY SSC€ 7-121WIND PRESSURE CHART, RISK CAT. It BLDGS. DRAWN By. AXED WINDOWS/SINGLE DOORS/STOREFRONTS/SLIDING A.G. LASS DOORS OR HORIZ. SLIDING WINDOWS/SINGLE HUN CASEMENT WINDOWS/DOUBLE DOORS, 03/12/12 WIND PRESSURE CHART DATE 6ASIC WIND SPEED - 175 mph (KD = 0.85) ' EXPOSURE V" 12-068 DRAWING No REK No DERORIMON DATE REV. Ne DESCRIPTION DATE t 3. SHEET 1 OF 1 ~°°° ^~° ° °°°° 0 SIDE -HINGED METAL -EDGE STEEL DOOR.ejVLT. 6-8" DOUBLE DOOR WITH / WITHOUT SIDEJIT�5,3: GEN �AL NOTES 1, EvALu^J[O FOR USE IN LOCATIONS ADHERING TO THE rLDR|DA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7' MINIMUM DESIGN 'LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED TxF DES/Gm PRESSURES LISTED. 2- *VRR/CAw[ PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON OF*DuE PANELS, BUT IS REQUIRED ON GLAZED 5iDELTES. 3, POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX Or 60 PER ASTM ED^. 4� PLASTICS TESTING OF LITE FRAME MATERIAL: TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM D1929 740 *F > 650 RATE OF BURNING ASTM 0635 0.77 IN/MIN SMOKE DENSITY ASTM U2843 13,4% TENSILE STRENGTH* - "61FF ASTM 06,38 7.50% COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 Reo wo::Bf��� lolls F1 I 111 1 F1 SIRGLE DQQ_R -UNIT DOUBLE DOOR UNIT TABLE OF CONTENTS x 37,E xx or XO 3 ANCHORING LOCATIONS & DETAILS SINGLE DOOR UNif WITH SIDELITE ° ° ° ° )NFIC MAX WI x 37,E xx or XO 74 SINGLE DOOR UNIT WITH SOELI UNIT WZSIDELITES DESIGN PRESSURE INSWING O,_ -CUBLL DOOR UNIT W1 -SIDEL)TES - -------- - - -- - ------ WHERE WATER INFILTRATION PERFORMANCE ' 149" MAX, COVERALL FRAMF VIVIDTh PANEL WIj)T19 —1 FPAME WIDTH WIASTRAGAL DOUBL'F DOOR UNIT WZSOELITES _OR UNIT WZSIDELITES -CUBLL DOOR UNIT W1 -SIDEL)TES - -------- - - -- - ------ WHERE WATER INFILTRATION PERFORMANCE ' _OR UNIT WZSIDELITES -CUBLL DOOR UNIT W1 -SIDEL)TES ISnAr � WHERE WATER INFILTRATION PERFORMANCE ' KURT 8ALTHAZDR FLORIDA P.E. #565JJ 'n| | <|o |�z 3*' - SEE DETAIL „D„ 3" - 3 ' 3" 3" a Cy ®a 0c 0 % co < c> 3*' - SEE DETAIL „D„ 3" - 3 ' 3" 3" a Cy ®a 0c 0 6" co < c> < < ce 6" as ifl6 3 IF- 3" 3" y- + 3" 6 SEE DE7-4- "F" ---1 #8 x 2-112" ff 1 x z #10 x 314 #8 x 2--1/2" #10 x 314 EIL DETAIL "D" L INSWING THRESHOLD DETAIL "C" m Ln SEE DETAIL L) D 0 '1] u.j im a IEE DETA1. 'c" %I ASTRAGAL RETAINER BOLT HOLE #8 x 2-1/2" --�7-<MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE k7- STRUCTURE DEEP ENOUGH R A 1.375" THROW 9 x 314 19 x 314 DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. 0,962" 1 - T -OUTSWiNG THRESHOLD Rkewed DETAIL "F" ASTRAGAL DOW 995 OR EQUA L DOW 991, OR EQUAL ALUM, STEEL OR BUTYL SPACER #6 X 1-1/2" PHS EXTERIOR � tl ' -- INTERIOR TYPICAL GLAZING DETAIL 4 U-) cr- cc O C) 0 cc: ui �-o T7 •-n LL-! 1 RIX >- ME @wj DATE; 7/25/05 SCALE: N. T. S. Dwc. BY; sws CHK, BY: DRAWNG NO.: VWG- MA- FL01.32-05 SHEET .2 OF a Cy ®a 0c 0 y co < c> < 1 RIX >- ME @wj DATE; 7/25/05 SCALE: N. T. S. Dwc. BY; sws CHK, BY: DRAWNG NO.: VWG- MA- FL01.32-05 SHEET .2 OF • ••• 0. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND • ••• % % 6" 6" - 4" X 4" FULL MORTISE BU'71 T HINGES Er • to cp o < 0 SEE DE:AL Lin C14 � CL < 0- "E" SH:. w Nt 3 a- SEE DETAIL 3 3" SEE D E TA,; L "F" SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. 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 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS E3Y OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. HARDWARF 'c,(-HFF)Hf F 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 6" 6" - 4" X 4" FULL MORTISE BU'71 T HINGES Er • to cp o < 0 Lin C14 � CL < 0- w Nt a- SEE DETAIL D" SHT. 2- < SEE DETAIL "C" SHT. 2 w Ln -oG 6" 6" 3 3" SEE D E TA,; L "F" SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. 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 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS E3Y OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. HARDWARF 'c,(-HFF)Hf F 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 BU'71 T HINGES rp 1.50" MIN 0.25" MAX SHIM CL TYPICAL WOOD BUCK ANCHOR IN IST ALLATION 1.25" MIN 0.25" MAX SHIM TYPICAL MASONRY ANCHOR INSTALLATION P, alk, m �Aj we I DATE: 7/25/05 SCALE: N. T. S. syl sws CHK. BY� DRAWING NO-- DWC-MA-FLO132-05 SHEET 3 OF to o < 0 � CL < 0- I DATE: 7/25/05 SCALE: N. T. S. syl sws CHK. BY� DRAWING NO-- DWC-MA-FLO132-05 SHEET 3 OF