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WS-16-1356 r a � 6-16-1351- 0 Miami Shores Village �� ��� F�Tf 7vif ��St� • . q � 10050 N.E.2nd Avenue NE � Miami Shores,FL 33138-0000 APPP ORIDp' Phone: (305)795-2204 CR Ex iration: 11/28/2016 I�'13a 11/2Q�1 p Project Address Parcel Number Applicant 1079 NE 96 Street 1132060143670 Miami Shores, FL 33138- Block: Lot: JONATHAN FELDMAN Owner Information Address Phone Cell JONATHAN FELDMAN 1079 NE 96 Street (786)972-0336 MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 2,400.00 DVG BUILDERS INC (305)506-7308 _.... .._._.___. .. .... Total Sq Feet: 0 Type of Work:INSTALL 2 IMPACT DOORS Available Inspections: No of Openings:2 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.80 Invoice# WS-5-16-59828 DBPR Fee $2.00 DCA Fee $2.00 06/01/2016 Check#:1759 $87.80 $50.00 Education Surcharge $0.60 05/18/2016 Check*1739 $50.00 $0.00 Permit Fee $120.00 Scanning Fee $9.00 Technology Fee $2.40 Total: $137.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the a contractor to do the work stated. June 01, 2016 Authorized Signature:Owner / Appli f / leontractor / Agent Date Building Department Copy June 01,2016 1 wo Miami Shores Village Building Department SAY IS 20A1 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 B, Y: Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(30S)762-4949 FBC 2015 BUILDING Master Permit No. 136 PERMIT APPLICATION Sub Permit No. E*UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F-]PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: `\ - T Z Q to r O\L-�- 7(o 10 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): :L\%ni C.4. �t,`cC"Mg� Phone#: Address: kO__1-N Ni _ CNU 4,Ty_ City: TV\N-epm 5"INk-lc.\ State: \F,1, Zip: Tenant/Lessee Name: n Phone#: Email: 4% C Lvv— CONTRACTOR:Company Name: S)\j 4 AkfS Phone#: 601) Q 6'-130Y Address: U"t(o '3 City: State: Zip: �3b IZ Qualifier Name: Phone#: C30j)!�b fin' 72V State Certification or Registration#: (-bC\1� Noi IS-7 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ ,--,� Ao b •�O Square/Linear Footage of Work: Type of Work: El Addition E2 Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: �ftcW\ 7 1 yn eS 6- 006'rS Specify color of color thru tile: Submittal Fee$ Permit Fee$ 0 CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) h Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and 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 ys after the building permit is i s ed. In the absence of such posted notice, the inspection will not be approW4 and a reinspe on fee will be charged. Signature Signa re Ow or Age ontracto The foregoing instrument c owledged before me this 1'L The foregoing instrument was acknowledged before me this 1't day of MaJ ,20 6,by day of 'MwY ,20%1e ,by , who is personally known to me or who has produced f!eV%. who is personally known tome or who has produced 'F V at 6V-,o qAS identification and who did take an oath. `K-%44A t"trcl`tias identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: ! - Sign: 6,4� 414 Print: �:►'`"�•• Print: .1 -,. M Commis 'a* *1 0PADARMI GINE"T F4"1 ' MY COMMISSION#FF030418 M Commis > 1 e1 Y ... ::P.• Y $•MY COMMISSION#FF080418 a?�• EXPIRES January 2,2018 ' EXPIRES January 2,2018 ,w (4071398.0153 F1orldallotarySerAce.com (407)398-0163Fl0rldaN0tarySendce.c0m APPROVED BY /6 G" Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Propert% Search Application-Miami-Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On:5/18/2016 Property Information �u Folio: 11-3206-014-3670 1079 NE 96 ST Properly Address: Miami Shores,FL 33138-2551 ` KATHLEEN S PHANG � Owner JONATHAN S FELDMAN 1079 NE 96 ST Mailing Address MIAMI SHORES,FL 33138 USAF Primary Zone 1400 SGL FAMILY-3001-3250 SQ UFr 0101 RESIDENTIAL-SINGLE Primary Land Use FAMILY:1 UNIT Beds I Baths I Half 3/2/0 f , � s Floors Living Units Actual Area 2,737 Sq.Ft Living Area 2,022 Sq.Ft Adjusted Area 2,348 Sq.Ft Taxable Value Information Lot Size 12,500 Sq.Ft 2015 2014 2013 Year Built 1947 County Exemption Value $50,000 $50,000 $50,000 Assessment Information Taxable Value 1 $276,722 $274,1291 $269,339 Year 2015 2014 2013 School Board Land Value $381,000 $238,000 $158,000 Exemption Value $25,000 $25,000 $25,000 Building Value $163,421 $160,957 $160,957 Taxable Value 1 $301,722 $299,129 $294,339 XF Value $382 $382 $382 City Market Value $544,803 $399,339 $319,339 Exemption Value $50,000 $50,000 $50,000 Assessed Value $326,722 $324,129 $319,339 Taxable Value $276,722 $274,129 $269,339 Regional Benefits Information Exemption Value $50,000 $50,000 $50,000 Benefit Type 2015 2014 2013 Taxable Value $276,722 $274,129 $269,339 Save Our Homes Assessment Cap Reduction $218,081 $75,210 Sales Information Homestead Exemption $25,000 $25,000 $25,000 Previous Sale Price OR Book-Page Qualification Description Second Homestead Exemption $25,000 $25,000 $25,000 12/28/2015 $725,000 29915-1071 Qual by exam of deed Note:Not all benefits are applicable to all Taxable Values(i.e.County, 10/27/2010 $430,000 27472-1428 Qual by exam of deed School Board,City,Regional). 06/01/2005 $600,000 23487-4785 Sales which are qualified Short Legal Description 06/01/2003 $134,000 21307-1765 Other disqualified MIAMI SHORES SEC 3 PB 10-37 LOT 5&LOT 6 BLK 82 LOT SIZE IRREGULAR OR 21307-1765 062003 6 COC 23487-4785 06 2005 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 5/18/2016 G I� 12350 SW 132nd Court Customer Name: Unit 104 �6b w0►t)F: kas�o�.� �-rov► , Fl y'33�{ -Cc5 Address: �b-1`1 N4 b c� Miami,Florida 33186 (g��Ncit) F�nc'nc1., O0ov NoO! 305-781-3909 Phone number: ���(�� -� j - ®Z 3 b ma=-Nguinnsons.com E-Mail: HURRICAN,E PROTECTION Protection Type: ❑Accordion ElPanei Dimpact I MAY_ 2016 I t LU - _... a 4 ; t i r t I i t e i 1 I ' I t � i f o sof i• :•�• •• • 0 • ••. U g .�O GAPLLJ ,Gk •-�•• r' ' • `: i ! - C to7ITY SAM, COPY 4- :0 io ':o 1 " ••i"moi' • -Sy .0 9 ,6 96�0 9 a , z ifi r = FELDMAN RESIDENCE 1079 NE 96TH STREET WINDOW REPLACEMENT PERMIT LAYOUT OPENING SCHEDULE 2 OPENINGS (1-2) MRH = <15' WORST CASE SCENARIO OPENING # APPLICABLE NOA WIDTH HEIGHT DESIGN PRESSURE ZONE 1 15-0603.13 39 81 1/2 +40.4/-54.1 5 2 FL4334—R9 37 79 % +40.4/—,%4.1 � •••• 5 •••• • .. . ... 0.0.00 .. . 0000.. 0000.. 0000 00 a 0000.. 0000.. 0000 . 0000. 0000 .. . 0000.. 0000.. 0000.. . . 0000.. .. 0000 'RAMMS - I [ � r i = .851--:- 2100 .85---2100 W 76 Street, Hialeah, Florida 33016 FLORI BUILDING CODE, 2014 Robert S. Monsour, P.E. FI # 1195 024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADS 175 MPH WIND ZONE Interior &Exterior Zones (4845 - res ' Exposure C For the 175 mph Wind Zone CATEGOR Effective Wind Area or, Tri utary Area in Square Feet Height 10 20 30. 40 50 60 (Maxi um) 0.95 0.92 0.89 0.88 0.86 1 40. 38.5 37.5 36.7 36.1 35.7 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 1 48,1 47.1 46.4 45.7 60 1 53.7 1 51.2 49.8 48.8 48.1 -47-A Interior Zone (4 Walls) Negative Pressures ...:.. Ex osure.0 For the 175 mph Wind Zone CAT120ORY L..:. Effective Wind Area or, Tri utary Area in •••• Fee 0009• Height 10 20 30 40 01 0•• •••• (Maximum) -1.10 -1.05 -1.02 -0.99 b.96 '. 15 -43.8 -42.0 -40.9 -40.2 239.0 :•-39:1 . 20 -46.4 -44.4 -43.3 -42.5 7 --44.9• -41.4 7 •••• 25 -48.4 -46.4 -45.2 -44.4 -43.8 0'43'2 30 -50.5 -48.4 -47.2 -46.3 -45.6 -45.1 . 40 -53.6 -51.4 -50.1 . -49.1 -48.4 -47.8 - 50 47.8 -50 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2 -55,8 -54.4 =53.4 -52.6 -52.0 Exterior Zones (5 -Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area or, Tri utary Area in Square Feet Height 10 20 30- 1 40 50 60 Ma um - -1.29 -1.23 -1.19 -1.15 -1.13 f 1 -54.1 -50:4 -48.3 -46.8 -45.6 -44.7. 20 =53.4 . . -51.1 -49.5 -48.3 47.3 25 -59.8 -55.8 . --53. -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 . 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 iss all p but not less-than 4% of least horizontal dimension or 3 ft. (h = mean roof height in et). NOTE:AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS: 1 1 t M IAM I•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SEC'T'ION kywaawm 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 No ANCE OA)_ w3mmiamidade.Eoyleconomy ECO Windows Systems,L C 9114 N.W. 106f Street, Medley,FL 33178 ,SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami--Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA. reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. •••••• •••••• This product is approved as described herein,and has been designed to comply with the Florida Buildigg Cpie, • including the Mg •••••• •• •••••• 0000.. DESCRIPTIO Series 600 Aluminum Outswing Doors-L.M.I. •••••• 0000 APPROVAL D "Series 600 Alum Outs%ing•EntraiWe)boor ....• • (L.M.I.)",sheets 1 through 9 of 9(inclusive 7.1),prepared by AL-Farooq Corporation,daft@4 1D2t13/I2•M1d l%§t ••�•• revised on SEP 04,2015,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-D&&CBunty Prddlidt ContraP••;• Revision stamp with the Notice of Acceptance number and expiration date by the Miami- M&CountyPrdduct *00000 . Control Section. 0000. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant •••• 0 •••• :••••: Limitation: •• • 1. See Single or Double Door Design Pressure(DP)ratings in sheet_. Reouble Door DP ratings with sidelites(w/wo Reinforcement)and Standalone Single sidelite rating in sheet 3.The max door leaf width shall not to exceed 37".See locking options 1 &2 in sheet 771. 2. Laminated glass types G1 and G2 are limited to.090"Kurarary's Butacite PVB and glass type G3 is limited to Insulated laminated glass w/.090"Solutia interlayer. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-0402.03 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Isliaq I.Chanda,P.E. NOA No.15-0603.13 saMt QADE GOuw7r Expiration Date: March 20,2019 VZ41r Approval Date: October 15,2015 el hof -- ECO Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(see below) 2. Drawing No.W12-08 Rev C,titled"Series 600 Alum Outswing Entrance Door(L.M.I.)",sheets 1 through 9 of 9(inclusive 7.1),prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on SEP 04, 2015,signed and sealed by Javad Ahmad,P.E. B. TESTS (submitted under file#12-0402.03) 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 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum Outswing French door, prepared by Hurricane Engineering&Testing,Inc.,Test Report No. .0000. HETI-12-3357,HETI-12-3358,HETI-124003,HETI-12-4003 and HETf-jZ-4Q27dat V 0%16- *So 26/12, ...... .. .all signed and sealed by Rafael E.Droz-Seda,P.E. ' ' ...... Note:The above referenced test reports have been revised by an addendum letter dated June-29,2012,... issued by Hurricane Engineering&Testing,Inc.,signed and sealed by RafaelE'Droz-S0d4.r.E. ' .... . ..... C. CALCULATIONS ' ...... .. . ..... 1. Anchor verification calculations and structural analysis,complying with FI3G.2014(!r Zd1tion),..... prepared by Al Farooq Corporation,dated June 02,2015,signed and seal;M��ygavad Abimad,P.E. 2. Glazing complies w/ASTMS-1300-02,-04&-09. ' ' ' '0 """ D. QUALITY ASSURANCE 0000 .1 . 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 11-0624.01 issued to Kuraray America,Inc. (Former E.I.DuPont DeNemours& Co.,Inc.for the`Butacite 0 PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA)(former Solutia,Inc.)for the"Saflex:Saflex Clear&Color glass interlayer",expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(511 Edition) and letter of no financial interest, prepared by Al Farooq Corporation,dated 06/02/15,signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29,2012, issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Rafael E. Droz-Seda,P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA#12-0402.03,expiring 03/20/19. 2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. haq I.Chanda,P.E. Prndurf f'nn401�LX8min NOA No. 15-0603.13 Expiration Date: March 20,2019 Approval Date: October 15,2015 E-1 1/8'HEAT SRR '.GLASS 3/18"HEAT STREN'D.GLASS �u 090'IrdeHayer 090'Interioyer N Butcclte PVB Butocite PVB By'Kuraray Americo, Inc.' By'Kuraray America, Inc.' Z 3 1/8'HEAT SIREN' GLASS 3/18'HEAT STREN'D.CLASS 1� SILICONE `` SILICONE Z Ny DOW CORNIN4 899 z u DOW CORNING 899 14 8 m J I 8 1 4 \ l \ 1 1 G1 let + + + 34 0 cl pg5\\ 0 SETTING BLOCKS LAM.GLASS F g O NOTC FOR EXCEEDING 36'ONLY. -- NOTCH BEAD LEG N J CLEAR Ks GLASS_TYPE 'G1' GLASS TYPE 'G2' 0 J � 1/8'TEMP.LASS J 5/16"AIR SPACE Ul 1/13'HEAT STREN'D.GLASS W 090'Interlayer 9aflex Cec,And C CI0 By'E"t"Che of Co.' 0p 1/8'H STREN'D. pM SILICONE II tttnnn DOW CORNING 899 Z 28 METAL SPACER 3 Z R SERIES 600 �1 ' 39 S GONE ALUMINUM OUTS@IING ENTRANCE DOOR \ SINGLE-(X)AND OOSETTING BLOAT INSUL. GLASS UB BLOCKS AT ,_ NOTCH GLAZING BEAD LEG TO EAR BLOCKS STAND ALONE SINGLE SIOELtTE SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL GL•4SS TYPE '03' u APPLY TO ENTIRE SYSTEM. DUCFRBVLSED 3 r Jy will,at FlorLA N11161 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION Cwdr RESISTANCE IS REQUIRED. AaeepWaN•T T LaDelt Z J9 _ THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE •• ••• • • • • ♦ •• 0 I1 m REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDWCHIGH VEL • • • • • • • • • MaaJLlrlr rdaeLCaekaL HURRICANE ZONE(HVHZ). • • •• • • • • • c a m° • •• • • • • ••• 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHO • • • • • • • • •• TO TRANSFER LOADS TO THE STRUCTURE. •• *00 •• • • • •• a ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS THESE DOORS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. EW:JAVOAH EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. FLA.PE 0L 70392 g ANCHORING CAN..OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE • ••• • ••• • • NOT PART OF THIS APPROVAL • • • • • • • • • • y A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • • • • • • • • • •• • • • • • •• • • 4 1 2O1 rodmin no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT • •• • • •• i • • 5 8 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE •• • • • ••• • W12_08 REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet � of 9 • • • ♦ • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �ly U 38 3/$M! 78•MAX. 37 3/18"MAX. FRAME WIDTH FRAME WIDTH FRAME WIDTH N \ HEAD h SILL ANCHORS 0 AT STILE ENDS FFF,,, zd 12• (4)AT 3.O.C. 12' 12• 5'MAX. S'MAX. MAX. S•MAX. ' CORN ESQ A SILL HCOORRNER L A �-• SILL COORRNEERSS F �� o �i 11 11 11 II � i.�ji 11 \ 11 LL �•� /ii E LOCK OPTIONS / LOCK OPTIONS II 1 a 1 OR j2 / H 1 OR g2\ H H OPTION 2 SHOWN II ( 2 SHD'TW 11 o_3f_xa�❑ SEE SHEET 7.1 - ❑-o SEE -=-yt--- O FOR DESCRIPTIONDEsc oa0 �Y /� • / C U m J J AsO ACM I INACTIVE I A. �^ SURFAC APPLIED m W ACE APPUED SURFACE APPLIED W m FALSE NS OR7 28 15/16' FAL MUNTINS OR 26 15/16' 26 15/IB• d FALSE MUNTINS OR 32 3/4° DECO USED D.L OPG. 6 v D ORATIVE GRIL. D.L.OPC O.L. OPG. '� S DECORATIVE GRILL D.L OPG. fO v MAY BE USED MAY BE USED 37°MAX. 37'MAX. LEAF WIDTH LEAF WIDTH (X) (XX) (0) $ g STAND ALONE SINGLE SIDEUTE Ca- g H DrR ITY -PSF DOORS LOAD CAPACITY- PSF SEE SHEET 3 FOR CAPACITY S(X) DOUBLE(XX) m AIM WODIMS. IONATED GLASS ODOR DIMS. LAMINATED GLASS _ FRAM LXT.(+) MT.(-) FRAME LEAF FRAME EXT.(+) INF.(-) rav *1,4 bTWp° m n WIOIH WWIDTH WIDTH HEIGHT boat"c4do 39-3/4-1\37- 70.0 75.0 76• 37' 96• 70.0 75.0 rpiSr'o6•3•f3 m• • •• E'er'•"�` �i o • •• • • • • ••• • Jay {�` 7 C11d y, 0. HEIGHT(; FRAME HEIGHT - 11.125° •• 000 .• • • . •• Eq,:JAVAD ARM '� m CML D.LO. WIDTH DOORS) FRAME WIDTH - 12.813° FLA.PE J�3 S2 g D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125'/2 CAX .`. `i NOTE: .`• `:` .`a .•. 04x2015 PMC • • •GLASS CAITIPS ON TPHS SHLJ-ARE drawing no. NOTE: •• •VAStD p?4 TJ f�1A0-db*(3*SE�. GUSTS) EGRESS REQUIREMENTS TO 8E RENEWED ••• AND FLOjtI A B ILDING GIs�lp W12-O8 BY BUILDING OFFICIAL DECLARATORY STATEMENT DCAOS-DEC-219 ahem 2 of 9 OV • • • • • • • • • • • •• .. • • • •• •• D&4[ON LOAD CAPACITY- PRY DESIGN LOAD CAPACITY-PSF 148'MAX. wU SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS TESTED FRAME WIDTH STAND ALONE SINGLE SIDEUTES (SEE NOTE BELOW) HEAD&SILL ANCHORS AT STILE ENDS N gFRAME FRAME WITHOUT FRAMEw=O:f WITS CLUSTER OF (4)AT 3'O.C. Z • WIDTH HEIGHT REINFORCING WIDTH HEIGHT SIIELff, RIDNFORCINO RRRVFORCING 8` (4)ANCHORS Q zd INCHES INCHES EXT.(+) INr.(-) INCHES INCHES EXT.(+) INT.(-) EXL(+) WT.(-) AT HEAD/SILL 12' F I 24 740 75.0 24 70.0 75.0 70.0 75.0 5'MAX. MAX. 30 70.0 7SA 30 70.0 7s.0 70.0 75.0 HEAO/SILL I F I__I `` A H�FALLD O p j Qj 36 82 70.0 _ 75.0_ 36 62 740 75.0 70.0 75.0 CORNERS I YT I- '�� �' 70.0 75.0 70.0 75.0 37 740 75.0 37 42 81.7 .1 42 61.7 841 61.7 66.1 24 740 75.0 24 70.0 75.0 70.0 7&0 30 70.0 75.0 Jo 70.0 75.0 70.0 75.0 36 86 740 75A 66 70.0 75.0 70.0 75.0 it 11 / I 1 \ 24R6p 37 70.0 75.0 37 70.0 78.0 70.0 75.0 ---ii- ===nom= 42 81.7 68.1 42 61.7 88.1 61.7 66.1 II I I \ 24 70.0_ 75.0 24 75.0 70.0 75.0 30 92 89.8 69.8 30 B2 699 .8 70.0 75A 36 64.1 84.1 _ 36 84.1 70.0 754 p 37 63.3 63.3 37 63.3 63.3 .0 759lie 24 83.3 83.3 24 83.3 63.3 70. 75.0 30 S79 57.8 30 57A S79 70.0 io -3 98 98 0 36 53.1 53.1 Je 53.1 53.1 70.0 75A =___�_____ 37 52.4 52.4 37 52.4 52.4 70.0 75.0 REINFORCING II \I' I I L OF0110 S AS REDD. tj SEE CHART 'fit==== --_ __= I I #1 OR/#2 11 -- 11\ I I (0 1 ) ttLi)OO r DESCRIO I 00") I I Z I I I $ INACTIVE ' ' ACTIVE -".` 'S Z r; 39-314'MAX.(SINGLE) RFACE APPLIED , _ _ JQ O SINGLE SIOELITE WIDTH SIDEUTE WIDTH 78 ( ) ALSE MUNAPP OR 32 3/4' 6 15/18' 26 15/16" 5aj w m DOOR FRAME WIDTH DECORATIVE GRILL O.L.OPG. D. PO. D.L.OPG. '^ $ O MAY BE USED NOTE: 37' PRODUCTREMED FOR DOORS CAPACITIES SEE SHE � LEAF WIDTH b"agas Colagde with lRe PturN► v FOR SIDELITE CAPACITIES SEE T ABOVE. SIDEUTE FNAME WIDTH n aS 4MAXOU As�tlm�«not ; LOWER VALUES FROM DOOR SIDELITE CHART MAX ( �'•"atoo�r, �f `o WILL APPLY TO ENTIRE TEM. SEE CHART AT LEFT MOOR FRAME WIDTH 1 Wry (OXXO) c..na 8 MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 700.72 S0. FT. PER 014 GLASS D.L.O. DIMS. •• ••• • • • • • •• o O.LO. HEIGHT(SIOELITE) - FRAME HEI - 11.000° • • • • • • • • • s O.L.O. WIDTH (SIOEl1TE) - FRAME W - 4.438' •• •• ••• i • i•41• •• m a m u •• ••• •• • • • •• En9r JA�AHMAD PE f 70592 \ 3333 • ••• • ••• • • 3538 � k. NOTE-- 040 OTE:•• •GL.1JS%F ACITIC3 0%0- A1�•SHIT E • •AaASED LONd1SThii130-09•(3•SE GUSTS) On 2015 drawing rro. •• •AND FLORIDA BOILDING DECLARATORY STATEMENT 05�DEC-219 ON W12--08 ahaot 3 of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PROPERLY SECURED 9/18'MIN. TYPICAL ANCHORS 'BY WOOD BUCK OR WOOD SUCK Oa THROW PENETRATIOH EDGE DIST. SEE ELEVATIONS EDGE 01ST. WOOD STRUCTURE w FOR SPACING a EDGE DIST. METAL as•' SEE NOTE SHEET 1 a'• EDGE EDGE DIST. STRUCTURE c� ,l Z W 28 A N o l a 7SEE 7S 0 Q O I I m \ ur g r TYPICAL .i 26 2 SEE ELEVATIONS CAL ELEVATIONS SEE ELEVATIONS TYPICAL Q FOR SPACING FOR SPACING FOR SPACING n Q I I to¢AX I MWMhDAOE COUNTY APPROVED I j SEE SEPARATE N i GYii ye31 5"e GLAZING OPTIONS SEE SHEET 1 O TYPICAL ANCHORS SEE ELEVATIONS a FOR SPACING F 0 0 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS 3 4l MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER O o M n W - THEM TO THE BUILDING STRUCTURE. Z r 3 Z�yr; yg TYPICAL ANCHORS: SEE ELEV.FOR SPACING 0 tt Q c 1/4" DD n ACON RY 'EI .O' (Fw177 KSI.Fy-155 KSI) W 01: INTO 219, a Gfflw— O 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY PRODUCFRBVISEO 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) =too plylywUYobtFk�" OR MASO AeTeptbovaereeNo 1 !3 L IRECTLYINTOE OCONC. OR MASONRY 11- P-1/4" MIN. EMBED INal TO CONCRETE (HEAD/SILL) ISL. •L�.�. c � -1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) Cand m I I I I I I O 33 I I 2a 2 INTO MIAMI—DADE COUNTY APPROVED MULLIONS {MIN. THK. = t/87 R ^ cm^^ •• WW&MFJAL.STRVGTURGS • 0• aH-1-1 ��a S I 1 • STEflI :•1 }FIK•MIM. (fy • 36 KSI MIN.) c a m v 25 I I ••• ALy N :lHK,•, f. (6263-T5 MIN.) DOOR DETAILS (ST T�N�TpCTo" UMINLIM TO BE PLATED OR PAINTED) J TYPIGA M pIC'f nl F.V.JAVAD AHMAD CML INTOCONCRETE AND MASONRY = 2-1/2" MIN. PE¢3S38s2 S ° RU E a ••• •;INTO MVA STM4'tJRE =•3/.4° UIR.• U 4 Nib EDGE DIST. TYPICAL ANCHORS • 1/2'MIN. SEE ELEVATIONS ••• •W000 AT A04JAMBS SG"OJ4 MIL drawing Om. FOR SPACING W�2—OS THROW BOLT • •0ONCREF[A)HEA9161LL OR JAMBS�'e• 3000 PSI MIN. PENETRATKAV •• •C-40 HOLODW/FILLED BLOCk•/R•JMW f'm = 2000 P51 MIN. sheet 4 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 1/4'MAX. 8OL75 1/4'MAX. V 0 SHIM © LEVERS AT STIL t v I SHIM 16/ N TYPICAL ANCHORS •WOOD SUCK Z SEE ELEV. yy FOR SPACING 16 ACTLVE LEAP p O u 8 •'>4 TYPICAL OR EV. 1V 7 t• ING 23 � EXTERIOR •' s � D.L.O. ••• SEMETAL E AL SPEC �4 37'MAX. .O ". y LEAF WIDTH LOCK OPTIONS IY sssill 39 3/4'MAX. �OP110NOR 1 OR OR a2 SH SINGLE DOOR FRAME WIDTHSEE SHEET 7 FOR DE SC N 1/4•MAX V SHIM CONCEALED FLUSH BOLTS 3 LEVERS AT INSIDE FACE OFSToft WOOD ILE TYPICAL ANCHORS '. LEVERS AT STILE FACE OR SIR E SEE ELEV:` FOR SPACMIG 18 M&CTTVE LEAP -- ACTIVE LEAF EE NOTE ET 1 28 26 _ 24 O 25 23 TYPICAL ANCHORS 9 11 10 SEE ELEV. 19 D D.LO. FOR SPACING •WIDTH TOCK OPTION A EXTERIOR g LEAF WIDTH g 76'MAX ----- DOUBLE DOOR FRAME WIDTH D 2 POINT LOCK ASSEMBLY—_\ POINT LOCK ASSEMBLY ma tanoylas w!•11 Ike PM-& Act �Nel 06e •1 Ws.m0 o 0 SNACTIV� • • • • • • • ACTIVE LEAF E><plwNr Wla S e S • •• • • • ze••• e€rrt �niselC•mtml • • • • • •• ••• •• • •• -- EW.JAVAD AHMAD •t Q CML FIA.PE 170592 S ••• ••:i•* ry •' • f �'. E3�TER�©R• ••• • •• • i SE . 2015 drowing no. •• ••• W12-08 DOOR DETAILS Loci aFmoN 1T sheat 5 of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4 0 TYPICAL ANCHORS 4a SEE ELEVATIOEDGED 4-MAX PoR SP CA IINGNS 1/SHIM O 4-MAX '/SHIM a y Y �. 3 i 1BY ..6 •.I TYPICAL ANCHORS .WOOD BUCK SEE ELEV. FOR SPACING rt 22 � 4 2 + TPICAL ANCHORS O >q FOR SPACING C y� R .•..l �L5$�irG 14 EXTERIOR16 :;.:• 5 D.L.O. METAL STRUCTURE SEE SPEC SHEEP 4 42'AT 86'HT. 37"AT 98"HT. MAX.SINGLE SIDEUTE WIDTH PRODUCf REVISED eseamptfktwt0 the FI-i& A9i Ago U U GLAZING OPTIONS REINFORCING 146 SEE SHEET 1X12 18 AS READ. 1/4"MAX.'. AT S"F NOS O SEE SHEET 3 caoa LL a SHM,. AND 1 C.MAX. w O 6 3 0 0on.n 0 - - �_ Z ori ., W I 26 13 Od•pJQ as 24 U W I I Wmgi" i O TYPICAL ORS - - EE ELEV. SPACING '. ""•�. .. 77. O.L.O. F WIDTH /IDS EXTERIOR 39 3/4'(SM o SIDELITE WIDTH 78'(DOITDLE) c d MAX.DOOR FRAME WIDTH ra o o 2 •• ••• • • • • •• `cam • • • • • • • . MAX,UNIT FRAME WIDTH EF s •• 000 •• • • • •• F.V JAVAD AHMAD 22 `N CML F CA.0 j 700592 s y -- . 38 ••. •.• • •t• • . a. I '.v •a<.. • • • • • • • a •' • • • • • • • • • drowtn no. •• • • • •• t • S T EDGE DIST. TYPICALICAI ANCHORS • •• • • •• • • • �ZO1J 2-08 SEE ELEVATIONS •• • • • .•• • SIDELITE DETAILS W 1 FOR SPACING sheet 6 of g • • • • • • • • • • • •• •• ••. • •• •• ••• • • ••• • • 0.380-ZLM lNtl-dWO� ZO6S-m(SO£)XVd rn ate>�z•z(so wzl (Bows) t SLL££ ON su•�M sad'AM slzo•so o amyl+ :W•,P O 'S .7 oc valao7m'Lwvlw 133blS 90L 'M' LL6 0w,/eo1Grew stwv-s N t- 7/ 3nvta'M's9est sMA=vaa me WO Z��e W v w3wao lDnaoaa'8stl33AlLo�L3 OT 'SW31S.15 MOONIM O uo uosa e o ou o p. 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C O SL l3 'A3lC3W suarmm vie vaa n� s zoso o anm+ k m .7 vttae tlatao7d 9wtnw 133M1S 90 L 'M'N t L L 6 a�az a mtvaan s zs so e 1 3Atl LS'M'3 9EZL ' .1-.e/£ ,T 'JTl 'SIN MOONIM 003 sua� OD wm ma%�+ zt•steo a JN3wdOl3A3O JA CDUd B BM33NION3 uDi uDee B MEN j} e. NOI LYtlOd2100 bOOZiWA (TVn)WM 3ONS30 OM MO AMY ON S31N35 :suois�na� z�t�-zD A�oa v Ma.. v jJ t � o . . .... ...... C� o N cj wk ow dt1Oz n �Wz�n \\ / •.••.• •• • •.•••• zov\i.N.. \ / •..•.• • • 9��J d���� oo���i i ••• • i....i ifiso as O93 N Y 4 O N} \ 8~ 2N8Y ZN (yj \\ / CO 3333 4 JO O Y V� J V� O / \ ILI S w - ------------------ -------- o� zZo ciZZ z V$ E(ggg�eWS 2 ax Md ozazSN -$ Joh N� a22ow o N \ 44 qp ------------------ xg�$4J x�Wao \\\ �\\• // � xoasas� v oo�:.o zog vxv nan$�o��� 4.000 �{I f^-1.750-W -yf � .078 I I t .519 F'-.394 ' .130 .825 .803 Do .045 .803 050 .8(13 .04 Z a .078 �'.PI.� 4.031 1.047 1.172 4.750 9 d 2.062 O ,a LA 16N � 8 G 7/16,A7BEAis GINASZUL IN LH GAS 0 61 DOOR FRAME HEAD/SILL I^-4.000 !7 O I dQ�79r$4v 7 LEAF TOP/BOTTOM RAIL S 1.625 4.719 .078 - 4.781 3.719 '078 Q' � .078 1.750 1.5107 O .�1. 8.250 ,so0 V UJ N r.Jt2 � J 9 LEAF HINGE STILE ►R0D11C f 41iV10Ef1 1.507 5.344 u taeip,ylup m„h list 67erms 1 1.750 aaoo� e LEAF W'STRIP ADAPTER etapl.ett� 3 <, SIDEUTE TOP & BOTTOM F ME II �4 t O o+M7 2.081 1'750 1.507 11.750 .31,E .442 �Z .078 .329 g }; .078 C07) 9" BOTTOM RAIL im 0 1.8,2-�I 1O LEAF LOCK STILE t g07ALIGNMENT BRACKET o -1.750x.281 a FRAME COVER 5.344 .078 -�{ .375 r .050 i•197 1.507 1.750 2.081 �I .1 A9 1 S74 .125 J. $ 3.7,9 .078 is SNAP COVER 11 LEAF ASTRAGAL STILE ,3 HINGE LBACK-EAF UPPPLATE 9.000 &2 c� -1.500 �1500� .. . . . . . 00- ,.250 r^- ,e F8f$E [.625 .719 0 0 ••0 : • • I .� 19 ELITE MULLION REINFOR G a m u • • • • • • •0 ENr.ZJAVAD"AAD 0 CIVIL 4.000 4.000 4.1 BBFIA Q B 8592 .076 •.. 162 • • A 2.097 1.507 • • • • • • • b - � �.a.000 • i• ••• . .�t6 Ao 15 drawing rro. �•• • • •• W12-08 J DOOR FRAME JAMB s SIDELITE FRAME JAMB SIDEUTE 9" BOTTOM FRAME 6 SIDELITE SUP ON J sheet 8 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 22 22 W 22 �j N_ s U DOOR FRAME CORNER � 4 SIDELITE FRAME CORNER SIDELFEE MULLION SLIP ON JAMB CORNER p OMi Zo PRODucraevmw =:r ���l3 $ 12 8>yk am R 8S Ip I \�1 Ij l n bY��11'tl Yj �y c a E� • •• • • • • ••• • Nr lAYAD e� •� r C ,Y 70892 g • ••• • •w• • • �S •• • • • • • •• • • 2015 • •• • • •• • • • al. ing - OR •• • • • ••• ' W1q2-08 sheet 9 of g • • • • • • • • • • ••• • • •• ••• 0.0 •• • ••• •• ••• • Florida Building Code Online Page 1 of 3 C 1? fi,p,19. 8CISHomel Lag In User Registration{Mar Topics 1 Submit Surcharge Stats&Fads 'Publications FBC Staff BC15 Site Map i Links i Search Bus nes ll Proessina) Product Approval [ � OUSER:Public User Product Aonroval Meng,>product or Aoolkathm Search>Aoollcadon List>Appfitstbm Deter! FL FL4334-119 Application Type n Code Version Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago,IL 60185 (615)441-4258 sschrelber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com 0000 Technical Representative • • ••'• •••••• Address/Phone/Email •• • • ••• • 0000•• •• • 0000•• • Quality Assurance Representative •"•'• • • • Address/Phone/Email •••• • • :•• •: • • 0000•• 0000 • 0000• Category Exterior Doors •••••• •• • ••••• Subcategory Swinging Exterior Door Assemblies •• •• •• • 000000 • •••••• • • Compliance Method Certification Mark or Listfng • • • • •••••• •0.000 • • • 000000 Certification Agency National Accreditation&Management Institute • •••• • • Validated By National Accreditation&Management Institute, ••• : Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/01/2015 htti)s://www.floridabuilding-org/pr/pr_app dtl.aspx?param=wGEVXQwd)gttSMGyvgTunP... 6/8/2015 Florida Building Code Online Page 2 of 3 Date Validated 06/03/2015 Date Pending FBC Approval Date Approved 06/06/2015 !Summary of Products FL# Model,Number or Name Description 4334.1 Fiberglass Side-hinged Door Units 6'-8'Opaque I/S and 0/S Single Door -Impact Rated i Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4334 R9 C CAC NI005930.oL.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure:+70.0/-70.0 Installation Instructions Other.Evaluated for use in locations adhering to the FL4334 R9 II FL0120.odf Florida Building Code Including the High Velocity I Verified By: National Accreditation&Management Hurricane Zone,and where pressure requirements as Institute determined by ASCE 7,Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures,does not exceed the Evaluation Reports design pressures listed.3'-0'x 6'-8'max nominal size. FL4334 R9 AE 504B.odf Hurricane protective system Is NOT required.See anchor Created by Independent Third Party:Yes i �detail DWG-MA-FL0120-05 for additional information. a1 4334.2 Fiberglass Side-hinged Door Units 8'-0'Opaque US and OJS Single Door -Impact Rated Umlts of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4334 R9 C CAC NI005930,02.PDF 1 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date 4 Impact Resistant:Yes 02/28/2021 Design Pressure:+70.0/-70.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL4334 R9 H FL0121.01' Florida Building Code including the High Velocity Verified By: National Accreditation&Management Hurricane Zone,and where pressure requirements as Institute determined by ASCE 7,Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures,does not exceed the Evaluation Reports design pressures listed.3'-0'x 8'-0'max nominal size. FL4334 R9 AE 503B.ndf •••• . i Hurricane protective system is NOT required.See anchor Created by Independent Third Party:Yes detail DWG-MA-FLO121-05 for additional information. • • •••• •••••• • 4334.3 Fiberglass Side-hin ed Door Units 8'-0'O • •• • g g Paque O/S Door wJ or w/o elit>ss Impact Rated 000000 0000 000000 Limits of Use Certification Agency Certifies•••• • • • Approved for use In HVHZ:Yes FLA334 R9 C CAC •••••• { Approved for use outside HVHZ:Yes Quality Assurance Contract t?gyt Date;••• • • Impact Resistant:Yes 02/28/2021 0000 • ••••• Design Pressure:+55.0/-50.5 Installation Instructions • • Other.Evaluated for use In locations adhering to the FL4334 R9 II FL0121.pdf ••0••0 ••0 •• ••••• Florida Building Code including the High Velocity Verified By: National Accredltatfbil&Management•• • 000000 i Hurricane Zone,and where pressure requirements as Institute *sees* • •• determined by ASCE 7,Minimum Design Loads for Created by Independent Third arty! • • Buildings and Other Structures,does not exceed the Evaluation Reports • • 0••• •••••• design pressures listed. 12'-0'x 8'-0'max nominal size. FL4334 R9 AE 501B.odf • • • • • Hurricane protective system Is NOT required.See anchor Created by Independent Third Fame 44 •••• •••• detail DWG-MA-FLO121-05 for additional Information. 11 • • 4334.4 R�rgla s SSMde-hinged Door Units 8'-0'Opaque I/S Door w/or w/o Sidelites pa Limits of Use CeMflcatlon Agency Certificate Approved for use In HVHZ:Yes FL4334 R9 C CAC NI005930.02.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure:+50.5/-S0.5 Installation Instructions Other.Evaluated for use in locations adhering to the FL4334 R9 II FL0121.rrdf Florida Building Code including the High Velocity Verified By: National Accreditation&Management Hurricane Zone,and where pressure requirements as Institute determined by ASCE 7,Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures,does not exceed the Evaluation Reports design pressures listed. 12'-0'x 8'-0'max nominal size. FL4334 R9 AE 501B.odf Hurricane protective system is NOT required.See anchor Created by Independent Third Party:Yes eta il DWG-MA-FLO121-05 for add Itlonai information. 4334.5 Fiberglass Side-hinged Door Units 6'-8'Opaque O/S Door w/or w/o Sidelftes -Impact Rated Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL4334 R9 C CAC NI005930.01.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure:+55.0/-50.5 Installation Instructions Other:Evaluated for use In locations adhering to the FL4334 R9 II FL0120.Ddf Florida Building Code including the High Velocity Verified By:National Accreditation&Management https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgttSMGyvgTunP... 6/8/2015 Florida Building Code Online Page 3 of 3 Hurricane Zone,and where pressure requirements as Institute determined by ASCE 7,Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures,does not exceed the Evaluation Reports design pressures listed.12'-0"x 6'-8"max nominal size. FL4334 R9 AE 502B.odf Hurricane protective system is NOT required.See anchor Created by Independent Third Party:Yes { detail DWG-MA-FLO120-05 for additional Information. 334.6 Fiberglass Side-hinged Door Units W-8"Opaque I/S Door w/or w/o Sidelites -Impact Rated Limits of Use Certffication Agency Certificate Approved for use in HVHZ:Yes FL4334 R9 C CAC NI005930.01.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure:+50.5/-50.5 Installation Instructions Other.Evaluated for use in locations adhering to the FL4334 R9 II FL0120.odf Florida Building Code Including the High Velocity Verified By: National Accreditation&Management Hurricane Zone,and where pressure requirements as Institute determined by ASCE 7,Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures,does not exceed the Evaluation Reports design pressures listed. 12'-0"x 6'-8'max nominal size. FL4334 R9 AE 502B.Ddf Hurricane protective system is NOT required.See anchor Created by Independent Third Party:Yes detail DWG-MA-FLO120-05 for additional Information. 11 4334.7 Fiberglass Slde-hinged Door Units 8'-0"Glazed IIS and O/S Door w/or w/o Sidelttes V-Impact Rated Limits of Use Certification Agency Certificate J Approved for use in HVHZ:Yes FL4334 R9 C CAC NI005930.04.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure:+50.0/-50.0 Installation Instructions Other:Evaluated for use in locations adhering to the I FL4334 R9 II FL0123.0f Florida Building Code Including the High Velocity Verified By:National Accreditation&Management Hurricane Zone,and where pressure requirements as Institute determined by ASCE 7,Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures,does not exceed the Evaluation Reports design pressures listed.12'-0'x 8'-0"max nominal size. FL4334 R9 AE 501B,Ddf Hurricane protective system is NOT required.See anchor Created by Independent Third Party:Yes etail DWG-MA-FLO123-05 for additional information. •••• 4334.8 Fiberglass Slde-hinged Door Units W-8"Glazed I/S and O/S Door v#or AD idelites• ••• ••••V •• -Impact Rated • • Limits of Use Certification Agency Certiflca=ci •• 0 ...... Approved for use In HVHZ:Yes FL4334 R9 C CAC NI005930.03.P Approved for use outside HVHZ:Yes Quality Assurance Contract E!glif}dtRltr Date • • • Impact Resistant:Yes 02/28/2021 0000 . . . •�••••: Design Pressure:+60.0/-60.0 Installation Instructions • • 00000 Other.Evaluated for use in locations adhering to the FL4334 R9 II FL0122.odf 0000 • ••••• Florida Building Code including the High Velocity Verified By:National Accreditatim&44magement•• • ••i•• • Hurricane Zone,and where pressure requirements as Institute • • • • •• •• •• • ••••• 1determined by ASCE 7,Minimum Design Loads for Created by Independent Third Party. 0 Buildings and Other Structures,does not exceed the Evaluation Reports 000000 • • design pressures listed. 12'-0"x 6'-8"max nominal size. FL4334 R9 AE 502B.odf : • : • • 000900 • Hurricane protective system is NOT required.See anchor Created by Independent Third Party:Yes ••••• detail DWG-MA-FL0122-05 for additional information. • • • • • se� Back Nett Contact Us;:194^-North Monroe Street.Tallahassee Fl.32399 Phare:850-487-1824 The State of Florida is an AA(EEo employer.rn"vricht 2007-2013 state of Florida.::P&M Statement::Accesslbilfty Statement n Rehm Statement Under Florida law,email addresses are public records.If you do not want your e-mall address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact:the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395. .Pursuant to Section 455.275(1),Florkla Statutes,effective October 1,2012,licensees licensed under Chapter 4S5,F.S.must provide the Department with an email address If they have one.The emaifs provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455,F.S.,please dick h j&. Product Appravar Accepts: EINERM secnrftvu mu, https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgttSMGyvgTunP... 6/8/2015 r Luis P. Lomas P.E. 233WMain St Manufacturer.Masonite Dants0s,VA 24541 Report*5018 434898-06M Data:05/21/2015 r Iomasalriomaspe.com Product Double Door with sidelites 12'xS' 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. Drawings verificalon: This analysis verges anchoring for the following drawings: DWG-MA-FI0121-05 DWG-MA-FL0131-05 DWG-MA-FLO148-06 DWG-MA-FLO171-07 DWG-MA-FLO123-05 DWG-MA-FLO133-05 DWG-MA-FLO152-06 DWG-MA-FLO173-07 DWG-MA-FLO125-05 DWG-AAA-FLO135-05 DWG-MA-FLO154-06 DWG-MA-FLO176-08 DWG-AAA-FLO127-05 DWG-MA-FLO139-05 DWG-MA-FLO161-07 DWG-MA-FLO129-05 DWG-MA-FL0141-05 DWG-MA-FLO163-07 Anchors to be aualffied: frame substrates. 2.1/4°Tapoon,for masonry installation Anc7�f^L'Sp3'l'R�7 s ar cmra on: Solid vnernbers w/A Wart gap, Faatener type:#10 wood=w (l OS 2012,Ta12) bap: g 0.0000 In Root diameter: Dr: 0.152 In Moment mem: 0.0000 in Minhnan required perehatlom p: 1.140 In Screw bowling yield strength: F'= 80,000 Pei Side member.Daaglos Fir-Larch Main member:spruce-Pine-Ir side member thickness: t,= 1000 in Main member thlclmess: t== 1500 In Side member dowel bearh:g strength: F.= 4,680 psi Main member dowel bearing strength: F-1 3,380 Pel Side member dowel bearing length: 1.= Loco in Main member dowel bearing length: I.= L140 in Mode I,,, Mode I. MO&II Male ium Mode III. Mode IV qm= 509.2[Win qs= 707 lbs/in A: 00008 A: 0.00120 A: 0.00134 A: 0.001689 P= 580.5(be P= 707 Abs 8: L07 & 0.57 a, 05 B: 0.000 Ko= 2.200 ICs= 2.200 C: -342.139 C: -212.263 G -223524 C. -936 Z„= 264 Ibs Zd+ 921am P= 265 lbs Ass= 46.8 indbs Mm= 46.8 in-lbs Ka= 2.2 P= 24616. P= 26316s P= 23a[be Min Design vdua, Z= 107 Bws Z. 12D the Ka= 2.2 K,= 2.2 Ka= 2.2 Duration Factor: Ca= L6 Z. 112 lbs Z. 119 tbs Z. 107[be : Fastener type:1/41 ITW T'apean NO.A.12-0816. s:bat ate:Hollow block Midini n ernbedmerm 125 In Edge distance: 400 in Tabulated shear doslgn value: Z- 202 Rs geese* Edge dlstm 700 in Tabulated shear design value: Z- 161 the • 0000 •••••• • • Actual edge distance: 250 In Reduction factor 0.89 •• • • •1• •• SpachiT, 400 in Tabulated shear deelgn value: Z- 202 lbs ••••• •••• • •••••• Spmbso 2.00 in Tobulated shear design value: Z- 166 lbs • Actual spacing. 3.00 In Reduction factor: 0.91 ••••• • • • Allowable Design Value(Zf,od, Z"= 106 ms/aneher ••• • • i••••: MMirtasn ander capadtln 156 @s/atchor • •••••• MoID:Andras w4rh Uwe!east ••• • ••:009 Anchor calculationm mlydmum rewdred arrelrors Design Pressure: 55.0 Psf •••••• •• • ••••• 36.38 36.38 Area lAmd #4x. Anchor •• • •• • 000000 A�-� Zcft �f� �) Ind.(in) O.C. Z. Load t •• • •• I Qty I s) • • • Az- 95.25 A3 2.3 126 WA WA 1561 126 OK •••••• As 9.7 535 6.00 21.00 156 5 107 •OK • • • • At Al As 9.7 535 WA WA 156 4 134 • •••• *see*: • Design pressutw 55.0 psf •• • 37.50 36.38 36.38 37.50 Area Load Max. Anchor At r Aa Aa At Zone Ind.(In) O.C. Cap. Lord Result ( r_Y Y_j Y_ ') X1YAl 24 134 WA N/A 156 1 134 OK � 12 ^I �' ), 95.25 As IMO 548 6.00 21.00 156 5 110 OK at as as. At As 9.8 542 WA NIA 156 4 135 OK G 1 A4 2.3 126 NIA WA 156 1 126 OK 147.75 As 9.7 535 WA WA 156 4 134 OK �►��1���j IR t�I N E N r 3�;••,��G SF•q *� 0 6 XORI • TAT 4� ;k, • . . . - Luis R.Lomas P.E. FL No.:62514 1 of 3 5/28/2015 Luis R. Lomas P.E. 233 taWn St Manufacturer:Masonite DanvBte,VA 24541 Report#:501 B 434-688-=9 Date:05/21/2015 rilomas irrl masoe.com Anchor Locations: Double door with sidelites St�, r cn c� � 6666 � • 6666 6666•• ••• to 60 • •6000• • •••••• • • 6666•• 8td • • ri •0•• • •• • 6666• m T", •• •• • 6666•• • 6666•• T • • • • • • • ••606• •• • 6666 • • 'd •• • g 8 Note: Anchor locap6ns indicated in this document are the minimum required for the described product exposed at th\desi pressure Indicated herein. w1 111 illi R ' L 0'�//�� .�,��v•-*\C E NSF-9cn��i� * 0,1459 ' A, TAT OF ; "1111111110 Luis Luis R.Lomas P.E. FL No.:62514 2 of 3 528/2015 Wis Q. ZOIWS P.E. 239 W Main St Manufacturer:Masonite DanvAle,VA 24541 Report#:501 B 434-68"609 Date:05121/2015 rllomasOlriomesoe.com Anchor Locations: Ruble door 36.a6 36.E 6.00 TYP. 6.00 rrP. i s.19 Trn.--{ 3.�TMP. 6.80 16.66 MAX.O.C. 95.25 0000 • • 0000 0000•• • • 0 • • • • • 0000•• •• • •000.0 • •0000• • • • 0::::* •0000• • • •000•• •••0 • 0••00 • • •0000• •• • •000• 6.00 • • • 000000 •• • •0000• • • •0.0 • • • 0 0 • 00 •0•.•• 0*00 • • • •0000• Note •• • 000:00 • • Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure'• • indicated herein. `0111 I lI I/ f I OS R. tall!/��i E IV *� 0 51 i�'c'••:rl0R10't � �•` /''OIYALI � I111 Luis R.Lomas P.E. FL No.:62514 3 of 3 5/28/2015 NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: NI005930.02 1955 Powis Road Certification Date: 02/17/2005 k West Chicago,IL 60185 Expiration Date: 02/28/2021 j Revision Date: 02/20/2015 Product. Fiberglass Impact Rated Opaque Inswing or Outswing Door w/and w/o Sidelites(w/Wood Frame unless noted) Specification:TAS 201/202/203-94/ASTM E330 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 www.Namicertiftcation.com. NAMPs Certification Program is accredited by The American National Standards Institute(ANSID. Inswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact Drawing Number& assure Kawa Comments X US Opaque 3'0"x 8'0" +70/-70 2.86 psf Yes NCTL-210-3102-1 Single Maximum Panel Size:3'0"x 8'0" Aaohor Detail-MA-FL0121-05 X O/S Opaque 3'0"x 810" +70%70 10.5 psf Yes NCTI,-210-3102-1 single Maximum Panel Size:3'0"x 8'0" Anchor Detail-MA-FL0121-05 ague x 8' " +50.51-50.5ps es Double Maximum Panel Size:3'0"x 8'0" Anchor Detail-MA-FL0121-05 XX O/S Opaque 6'0"x 8'0" +55/-50.5 6.0 psf/ Yes NCTL-210-3105-1 Double 8.25 psf* Maximum Panel S' '0" Anch -MA-FL0121-05 XO/OX I/S qua Door 6'0"x 8'0" +50.5/-50.5 2.86 psf Door-Yes NCTL-210-3105-1 Single w/Sidelite Glaz elite Sidelite-Yes Maximum Panel Size:3'0"x 8'0" Anchor Detail-MA-FL0121-05 XO/OX O/S OpaquaDoor "x 8'0" +55/-50.5 6.0 psf/ - ea NCTL-210-3105-1 Single w/Sidelites Glazed Sidelite 8.25 Sidelite-Yes Maximum Panel Size:3'0"x 8'0" Anchor Detail-MA-171,0121-05 OXO US Opaque Door 9'0"x 8'0" + 2.86 psf Door-Yes NCTL-210-3105-1 Single w/Sidelites Glazed Sidelites Sidelites-Yes Maximum Panel Size:3'0"x 8'0" Anchor Detail-MA-FL0121-05 OXO O/S Opaque Door 0"x 8'0" +55/-50.5 6. Door-Yes NCTI-210-3105-1 Single w/Sidelites Glazed s 8.25 psf" Sidelites-Yes Maximum Panel Size:3'0"x 8'0" Anchor Detail-MA FLO121-05 OXXO Opaque Doors • 12'4"x 860"• • •+50.51500 • 2.86 psf Dao NCTL-210-3105-1 Double w/Sidelites Glazed Sidelites •• •i ••i i i a•i • Sidelites-Y Maximum Panel Size:3'0"x 8'0" • • • . • • • • • Anchor Detail-MA-171,0121-05 O/S Opaque Doors 2'4 x 0' +351-50.3 6.0 psf/ Doors-Yes NCTL-210-3105-1 lc w/Sidalites Glazed Sidelites 8.Z5 psfl� Sidelites-Yes aximum Panel Size:3'0"x 8'0" rDetail -FL0121-OS -High Dam Threshold • ••• • • • National Accreditation&Manag%4enCIns4ithV,InjJ4294 C**gj Washington Memorial Highway/Hayes,VA 23( 2 TAI:(884j684-t124.F1x:• %4)684-5122 NAMI AUTHORIZED SIGNATURE: ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 00 HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT 8'-0"DOUBLE DOOR WITH/WITHOUT SIDELITES149•UAX 04EA4U FRW VM ��I 20.5` MAX 38.375`MAX. D.L.O. PANEL VWDTH 37.5 kw, V7 d W/ASTRAGAL FRAME WIDTH CD �U x EVALUATED FOR USE IN LOCATIONS ADHERING TO ® ® to V THE FLOR0IA BUDDING CODE AND WHERE PRESSURE Z REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM ._ W DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES USTED. 61 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF A HURRICANE PROTECTIVE DEVICE(SHUTTERS). 3. POLYUREnmE CORE F1ANE SPREAD INDEX OF 50 c AND SMOKE DEVELOPED INDEX OF 80 FER ASTM E84. to 4. PLASTICS TESTING OF FIBERGLASS FACING ' n TEST DESCRIPTION DESHWATION RESULT SELF IGNITION TEMP ASTM DH29 752-F>850'F >- PATE OF BURPING ASM D83S 0.58 IN/MIN C-1 ro SMOKE RY ASTM D 843 1 53.4% RE STRENGTH+ — 0838I 3.275 DIFF • PARATIVE TENSILE STRENGTH AFTER WEATHERING - 4 XENCN ARC METHOD 1 a DOUBLE DOOR UNIT W,(SIDELITES R O N CrTf�9onftp:. DDS94M 4M _ _ p,�aoJ p Xffi o_ • go ano on � U ado •• ••• • • • • • •• SINGLE DOOR UNIT SING D" UNli • • 6RNCLE DOOR UNn.w/SI_�tTES DOLEU DOOR Off WAIDELn WITH •• •• • w 0 V X=6 o WH IP1M N PERFORMANCE Is •• • • DMIGIN AESSSRE•RAT1N•G REQUIRED TO BE 18V.OF DESIGN PR p,�- TWE: 2/11/05 D i INSWIP� ING INSWINGOUTSWRNG - � G• ,7 •,e. N.T.S. SHEET OESCRIPTIQN $ 0 - 0 0 + .0 -70.0 +19. -18 0 + - 0.0 + .0 uwo ft SY/S T7�1 & OX a X +50 + - +19:0 -1 .a +40: -40: + q�,W. ANC ON XO 1 + S - +55. - +1 - @. +40.0 - + - KURT BRLTHCOR �Ae•ac No 3 ANC LOCATIONS DETAILS 1 - + +19.0 -19.01+40.0 -40. *51210.1 FLORIDA PZ • •• • • •• • • • • 'g am r2 - u,}n �5Br 3 DB'c-M4-FL0127-OS •• • • • ••• • std 1 OFT-] ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • r• ` w ar n 0'3" SEE DETAIL 1 I too, 0 eQ m IOUri Q 44ISN V n to m� SDETAIL Ed I N w N O B B B SEE DELA g m SEE D H "C' $y C4 A 3" 0 O $lE3S add I 1 I 1 I 1 r t m I– S' SEE DETAIL 6" #8 x 2-1/2" loASTRAGAL RETAINER BOLT HOLEfag52 ,%#f0 x 2" Dppp MUST BE DRILLED THROUGH c c 08 x 2-1/2" Rsi�,ed� THE THRESHOLD & INTO THE / pag DETAIL "E" ASTRAGAL STRUCTURE DEEP ENOUGH / #10 x 5/8" ATTACH ASTRAGAL RETAINER BOLT FOR A 1.375" THROW #8 x 2-1 2" #10 x 1" STRIKE PLATE TO FRAME o 777 #10 x 2" AS SHOWN. DETAI "F" STRAGA u r a Q / #10 x 1" 0.1 e'ANWJUM _ d I` RAOR�i� • (��7oupt) T 1 k9/2"CORRUOA,ED #10X2"V9= SCREW I� 6q10X2-1/2' #10 x 5/8 n n 1�. 3" FRAM EPS+ Eta 6" FROM EACH END YlobD SCREWS DETAIL C x . .. . . IS7 OC AND 12'OC EACH END DETAIL "D" ` TYR •• �i i i i i � 0.9`6:r /;% • AW8•M v, BB x 1-t/s'pHs AL TE)�C ® w 2111/05 Al AS �7y}pC��AU ' WAV N.T.S. 1 �.oa7' . •.• D orae ••• • w 8KIM32 Ld LA ItC —CL ® en SWS 1.376" . • . • . . • as tm i DUTSWING THRESHDLD T • . • sE�e • H+QEBtCB I •• • . . • COMBINATION COMBINATION COMPOSITE +o •• • .�i`A—GLA2�t�D�{AtL mtcr—teA—r,.ot21—� INSWING THRESHOLD HIGH DAM 0/S THRE,dCLD• • IMNACT HOW A S MULLION (BOXED) MULUON (BOXED) MULLION (INTEGRAL) • • • • • . • • • • • •. •. • • • .• .. ex: OD SEE DETAIL § p "E SHT. 2 6" s. t0 _� 3wB• 3" —3" 6 3 I 3.- 3" 3• 31 o p Q eo V � 3" 3" �� pp� LL�E un U N w SEE DETAIL — •o• sH1. a — m W W N 8 B B • SEE DETAIL 3' 3" m 6` 8" 6" 6' _ a 1 II ! N SFE Sgr- " 3. DETAIL S�1 6" _O CU DETAIL jN v•.•: . 1. CHOR ANALYSIS FOR LOADING CONDITIONS PREPARED; " SIGNED AND SEALED BY ROBERTO LOMAS. PE SHIM w (FLORIDA #62514) WITH THE LOWEST (LEAST) CL I— ' too FASTENER RATING FROM THE DIFFERENT FASTENERS 1. IKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND BEING CONSIDERED FOR USE JAMB, HEAD, AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED o o^w THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE TYPICAL MASONRY AT 10-1/2" CENTERLINE. OD /�10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL °f a SSHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR A CHOR INSTALLATION 1a. KWIKSET SERIES 400 GRADE 3 =NDRICAL LATCH AND LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2-. •• •• • •• SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED • • • •'.i'.•,.• WOOD SCREW EDGE DISTANCE MIN 3/4". AT 5-1/2" CENTERLINE MINIMUM WITH 8" GRADE 1 • �" • (ANSI/BHMA A156.16) SURFACE BOLTS INSTALLED o x z 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FRQqb�L6. i5" ON LATCH SIDE OF ACTIVE DOOR PANEL - (1) AT TOP ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIIlEMENT AND 1 AT BOTTOM. art 2 r1 05 OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE cL yl 2. 4" X 4" FULL MORTISE BUTT HINGES. N.T.S. MINIMUM EMBEDMENT OF 1-1/4". m n. SwS WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY T(= • 10 oar •' NSFER LOADS TO STRUCTURE. •• • • ICAL0g06D MVIt • °fes"•°"0` • • NOfc• STALl4 0 • DM-WA-FIA121-o8 4. MINI DESIGN VALUE STRENGTH OF ANCHORS 171 LBS•• • �r w ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• ••