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RC-12-1829 (5)'a BUILDING Afiami Shores Village Building Department 10050) Skwm FOod& 33138 PNIFE MWETBays FUMPIN—T N" 110, 9KER-- Ow � 762AM Permit Type: BU! LDWIG MAY 2 2 2013 eye FBC 20 Permit No. fuz ) & 2� M I ister Permit No. JOB ADDRESS: - S 5 Oa Iles f- Citv: Miami Shores Ufflmw: 1,4umfi Dade zip: Folio/Parcel#: Is the Building Ym Flood Zone: 'OWNER: Name (Fee Simple Phone#. Address: /j!Z_03 Alj6 /3 ;?'4 V - I City: zip. 3--7141 Tenant/Lessee Name: Email: CONTRACTOR: Company Nww_- Ph0jw#.• AlO qv, Address: 75V A)U) -7 gr City: "Slattv. zip.- QualifierName: \T—AE5:-r Phone#- 'A,- WS c-) State Certification or Rem-A&Qn k C 6 �C-603 4P_Z Cenifizate of Competency #- Contact Phone#: DESIGNER: Valued Footage of Work: ZlRepairMeplace Submittal Fee Scanning Fee $ Notary Double Fee $ S It "l-Iftuma filw S t CCCF COICC $ FEMPR S —Bond $ % Technology Fee $ N # zj "IWA"A,�dj h jj W Z��ZIFM� Bonding Company's Nam kpf afffiica►3iiei) Bonding Company's Addrs City SAW Mortgage Lender's N (0mibk1) Mortgage Lender's �s City Zip Zip Application is hereby nm& to abaik ai pane* to dim ftawk and uns as indicated. I certify that no work or installation has commenced prior to the isswow 4 ai iprnmiit anA (&& jM mark siN be perionned to meet the standards of all laws regulating construction in this ju isdii tiarar. II umdirmumkl t&w w L%qpmwt� pwmmk mum be, aid for ELECTRICAL FORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, S. NFATER&TANAS amdi Alm CONDITIONERS, ETC..... OWNER'SAFFIDAVIT- ff mftthm All dk fWwpfi% kfimabm is aermwe and that all work will be done in compliance with all applicable lavkN wgrrl cot ntt�rrzttiivxn Tan i �nxniing . �:. � :;.�.,l� {!� Af t,� t\��vYi1l31zhtiF �. �Fi �.��r�'�•±Is. �?rt , �� fl�� I I 1;, ',, , 1 ,. R ., � � , �.., Notice to Applic mr- As; as zoaA s un no dfw tmvua n ae tqi tw 1hsdk&W ipvAwk with an estimated value exceeding 52501% the applicant must promise in goodfaM tAuruvt a trm, rly'dllra rnardaie, m9 ¢ ion he dcn+ brochure nssll be delivered to the person whore property is subject to harrrtm . Ailt>�u, trrttrm trdi eta. rad dl& mrtcmr»dee9 notia a of ommeflcetnent must be fisted at idae job site for the first inspertiopa an neat oxzurtars+ .sva�urttr ( )1 clans r tai l so rn is i atm In the absence of such pasted notice, the. irnspet�rrn �mssZ7 �rtt �xra�pprrnaPrr�rr�'rrr nra�yy�ttitlrar€r, f(as+eaillft �ar�;;e3Z. signature OCG Ilf�l' QS3[ Agm The foregoing inshmmx= wm ardlaatowJ14nbdk mn MW tfkin day of , --,oLL. by- L�— k who is personally known mo mc� car w9ho) I uu; pmceralinrank As i-miivan iardd; xmfh ? dH luile arm o NOTARY PUBLIC: L R COHEN oaP Vy GOi MISSION ;#EE101 M :^ }, a. 'ES: JUL 05,200 Bonded ttvje9b 1 st State Insure= Sign: Print: My Commission I Vkm APPROVED BY Contractor Tbr, fawgoing instrument was acknowledged before me thisn sof, 20 a by tl % o us�llyykknown to me or who has produced as identification and who did tape an oath. SPUN Emmiatr (Revised3l12t2012'}(Ru��7BU�@A71a)kit�YMllI,Q)%dl�n),i%fl�iriA7} My Commission Expires: L R COHEN `:O,UIP:IISSION #EE10► Et, FiES: JUL 05, 2493 Sonua rNG Man Zoning Florida Building Code Online L M PAGE-- ea �- 6 Page 1 of 1 � 2 1 ■ i, 7 ;r':r, -ni BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Fads Publications FBC Staff SCIS Site Map I Links f Busineso((, Professinal Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List P Search Criteria FL# a Manufacturer Validated Bv Refine Search Code Version 2010 FL# 8845 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL . Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Search Resuks - Applications FL# a Manufacturer Validated Bv Status FL8845-R3 Revision aylor Building Products History Category: Exterior Doors bcategory: Swinging Exterior Door Assembli Ryan J. King, P.E. (813) 787-8283 Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary., Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refu Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.48 *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Dep, with an email address if they have one. The emails provided may be used for official communication with the licensee. However email address_ public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made avail the public. To determine If you are a licensee under Chapter 455, F.S., please dick h re . Product Approval Accepts: ®R915 http://www.floridabuilding.org/pr/pr�_appjst.aspx 5/20/2013 Aa 0 '1 T R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Boat 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Sub Category Manufacturer Product Name Category 3. Drawing No. Prepared by Signed 8r Seated by No. FL -8845A Taylor Building Products Steel Edge Glazed Double Door Exterior Swinging Exterior Door 631 N.1st Street inswing I Outswing Doors Assemblies West Branch, M148661 "Impact" Phone (800)248-3600 Scope. This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Taylor Building Products based on Rule Chapter No. 9N-3, Method 1 d of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity Involved in the approval process of the product named herein. Urnita8ons. 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the °HVHZ° this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used In areas outside of the "HVHZ" requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level °D° and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.4 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL -8845.4 require further engineering analysis by a licensed engineer or registered architect 7. Outswing configurations using coastal outswing item #31 meet water infiltration requirements for "HVHZ". 8. Inswing configurations do not meet the water infiltration requirements for the "HVHZ°. Inswing units shall be installed only in non - habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL -8845A for size and design pressure limitations. Supporting Documents. ` 1. Test Report No. Test Standard Testing Laboratory Signed by 3124893-001 UL 10C (1998) Intertek Testing Services Kent Kelsey 3150148SAT-001 ASTM D1929-96(2001) intertek Testing Services Servando Romo TEL 07-01120134.1 TAS 201, 202, & 203-94 Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. 2. Miami -Dade NOA Materials Testing 09-0127.13 Saflex Interlayer by Solutia 3. Drawing No. Prepared by Signed 8r Seated by No. FL -8845A RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 4. Calculations Prepared by Signed S Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. ASTM E 1300 Glass Load Lyndon F. Schmidt, P.E. 5. Quality Assurance Certificate of Participation issued by National Accreditation and Management Association , certifying that Taylor Building Products is manufacturing products within a quality assurance program that complies with ISOBEC 17020 and Guide 53. Lyndon F. Schmidt, P.E. FL PE No. 43408 1/3012012 PF 1203 Sheet 1 of 1 INSWING OUTSWING GENA! NOTES I . This product has been evaluated and is In compliance with the 2010 Florida Building Code (FBC) structural requIremenfa including ft Ugh Velocity Hurricane Zone" tHVf R). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material sha0 be beyond wall dressing or stucco. 3. W hen used in this "HVHr this productcomplies with section IVA of ilia RxIdn Buikeliiii Code and does not require an Impact resistant covering. 4. When used In areas outside of the "HVHirequiring wind home debris protection this product complies with Section M.1.2 the FSC and does not require an Impact resistant covering. This product meets rrissb level "D" and Includes Wind Zone 4 as defined in ASTM El 996 and 109.12A of the RC. S. for 2x stud framing corulruct'wn, anchoring of these units shall be the some as that shovm for 2x buck masoruy construction. 8. Site conditions that deviate from the detah of this draMng require further engineering analysis by a Ocensed engineer or registered architect. 7. ®utsMng configurations using coastal outswing Hem fi$1 meet water infiltration requirements for"tiVHZ'. 8, muing configimrttons do not meet the water infiltration requirements for the "HVHr. kseving units shaft be instafied orgy in non -habitable areas or at habitable locallim prdtecled by an overhang or canopy such That the angle between the edge of conopy, or overhang to s0 is fess than 45 degrees. GLAUD DOUBLE 0604 SMNO IMM OFCONTEMM [k�5il�N PR�5SitRE �'ST? S14EEYtt OESCRiP11t8N .. StfEEiO DESCtttPftON �.__�. tT ehavoHons, des n pressures & general notes b .._. Frame onchoong 2X buck masorir�ccxrstrucfion 2 Om panel detaRs,gMnQ detall and wmpanents 7 Frame onehoft IX buck masonry eonsiructlon 3 Horimntot crass sections _ 4 VedEal cross secBons g Buck anc GLAUD DOUBLE 0604 SMNO iAl��t`iAtf. AM* pNttENSiON [k�5il�N PR�5SitRE �'ST? AfiSiliVP ` PPEro�'f'f�k' INSWING XQW x 82.00" +50.0 -50.0 OUTSWING XOV x 80.88" +50.0 -50.0 ea FL -8845.4 41.: 9 . ea FL -8845.4 K 10 4.583 V0 89 7 arn 20 �ll5� a a 1.25° 0.87' 0W i p tLR 05fQ4 A7 N.T.S. ". by. AEM occ er LFS oxawu�a Ho.: FL -8845.4 sHRer 9 or 9 SK OF IFEM DESCWTION MATRRLRL A 1X BUCK SG >= 0.55 WOOD 1 + C MAX. 1/4'SHNASPACE WOOD D 114' X 2-3/47 PFH EI.CO OR BVV CONCRETE SCREW STEEL E MASONRY- 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 3/16" X VW PFH ITW CONCRETE SCREW STEEL H 114- x 3.1/4° PFH ITW CONCRETE SCREW STEEL 1 114" X 2-1/b PFH ITW CONCRETE SCREW STEEL J 114' X 3.3/4' PFH ITW CONCRETE SCREW STEEL L #10 X 2-1 1r PFH WOOD SCREW STEEL 1 DOOR SIGN 0.022" THK. STEEL., F - 35,300 PSI MIN. STEEL 2 FOAM CORP 2.0 BDs/FF DENSITY, Boyer 245 POLYURETHANE 3 HINGE REINFORCEMENT STEEL 4 LOCK BLOCK SPRUCE -PINE -FIR SO - 0.42 WOOD 7 MEDIUM REACH COMPRESSION WEATHER-STRIP(TAYLOR DOORS FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP(TAYLOR DOORS FOAM 9 4° X 4° HINGE .09T' THK.(TAYLOR DOORS STEEL 10 #10 X 3/4'PFH WOOD SCREW STEEL 19 HEADER JAMB 4.65e X 1.25' TAYLOR DOORS, PINE SG>= 0.42 WOOD 20 SIDE JAMB 4.656° X 1.25" TAYLOR DOORS SG =- 0.42 WOOD 22 EXTERIOR ODL LITE FRAME ALUMINUM 23 INTERIOR ODL LITE FRAME ALUMINUM 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 31 0 WING THRESHOLD BY DLP ALUM./WOOD 32 DOOR BOTTOM SWEEP VINYL 33 INSWING THRESHOLD BY DLP ALUMJWOOD 34 #10 X 1-3/4" PFH SCREW STEEL 35 GLAZING COMPOUND LORD 410/19 ACRYLIC 36 STRUCTURAL SILICONE DOW W995 SILICONE 37 NON STRUCTURAL SEALANT BUTYL 40 STEEL EDGE DOOR -SEE PANEL DETAIL SHEET FOR DETAILS 42 # 8 X 117' PPH SELF -DRILLING SCREW � STEEL 51 ASTRAGAL 63-T5 ALUMINUM SY DLP ALUMINUM 52 #8 X 7' PPH SCREW - STEEL 53 #8X3" P(_H SCREW STEEL 54 AS AL STRIKE PLATE @ HEAD ^- � STEEL 59,_ 55 SLIDE W ROD 56 CONCEALED STIFFENER 6063-T6 ALUMINUM BY DLP ALUMINUM 4.583 V0 89 7 arn 20 �ll5� a a 1.25° 0.87' 0W i p tLR 05fQ4 A7 N.T.S. ". by. AEM occ er LFS oxawu�a Ho.: FL -8845.4 sHRer 9 or 9 1 + e- 4.583 V0 89 7 arn 20 �ll5� a a 1.25° 0.87' 0W i p tLR 05fQ4 A7 N.T.S. ". by. AEM occ er LFS oxawu�a Ho.: FL -8845.4 sHRer 9 or 9 oz, 2.0^ 3.5 11.25° 32.25° 35.75' 1- -37.7S° 3.990" ------ 0.479 --a —°-� �— 0.470 0.97-" 914.346" ' �''`c,onccw.sTrFFBa�ta tSlPj °v T- 5s "lGa "I P.TOP �eonoM DF ASTRAGAL TOP THROUGH INS' BOTTOM THROUGH 1.975 ox 2.0° 3.5 1.75i° s i 0.062" tSt� IDl_PJ av: AEW m sv: LFS 04 xo- FL-8845.4 0 c _ _ N W t A SEE HINGE DETAIL (TYP., J1 0 g0 L \- SEE DETAIL I MASONRY TYP. HEAD & OPENING JAMBS FRAME 2X BUCKJ OUTSWING INSWING TYP. SILL SEE DETAIL 2 WGUMB FRAME ANCHOWry Masonry 2X buck construction 1. i=&NCf4OR NOTES: of equal concre le, anchors from a dflerent suppiler may have cUfferent edge distance and center distance reqvaements. 2. Concrete anchor locations at the comers may be adjusted to motntoln the min. edge clirtance to mortar joints. 9 concrete anchor locations noted as MAX. ON CENTER" must be adjusted to maintain the m1n, edge distance to radar joints, additional concrete anchors may be required to ensure The 'MAX. ON CENTER" dirnenslons are not exceeded. a Commte anchor table: 11 #° .. SIZE EARBFT)ML�PlT M 4St11dt2Y E, ALYJACEAn AOf OR.' IBJ Ile 1-1/4' 2-1i2" r .LAICHADEADWATREAK Astragal I MAIL I I HOLE FOR ASTRAGAL B0171 3/8" DIA. Wa 2 oft AEM W. LFa UM -� n–W —CS ori, Ld MASONRY ONNING MUCK TV. HW & JAM CONCRETE NOTE:3U t. u of= , concrete anchors from a different supplier may have different edge distance and center distance requirements. 2. Concrete anchor tocolloW of file corners may be adjusted to Mointoki tho, min. edge distance fomortar joints. $concrafn anchorfocotions; noted as "MAX. ON CENTER" must be adjusted to MoIntob, the min. edge cbtcmo to mortar joints, additfond concrete omtm may be required to ensure the "MAX. ON CENTER" dimensions are not exceeded. 3. Concrete anchor table: =15 w III ASTRAGAL III SHOWN FOR III REMENCE III Ili III III lu ill III VX9 ANCOMLIM P9/P4Z07. L0 N.T.S. au AE*M M NO., ti FL -8845.4 LEARAOdg, FO*:'* CLfA"R'A41jC**E40.E- "A"CeN ANCHOR ITw Ile 1-114' 2-112' 3' ELCO Iff 1.1/4' 1. =15 w III ASTRAGAL III SHOWN FOR III REMENCE III Ili III III lu ill III VX9 ANCOMLIM P9/P4Z07. L0 N.T.S. au AE*M M NO., ti FL -8845.4 E CS EXTERIOR —/f •'�' INTERIOR t VERUCA! CROSS SE00M EXTERIOR SEE NoTEI / a /J'ift c L CRUti S�1 }� Q f N�nw ng nnfigurotion see ggeeru�al notes, suet 1 fof "HVHT water Infiltrotlon requirements INTERIOR EXTERIOR /W INTERIOR (8) \121/C�4b CRC+SS SECTJO,N � ShouvnvQlXsub-bvC4 NOTE: I. gem 4421occ ed T from each end plus 2 mom cqucft spacod. EXTERIOR INTERIOR 4 VIS lCAL CRUO SECit N Q OUtSWitig conion seeanolos, shoot ! fo"V¢we iniatrolam requ&ements eV: iF5 s Wo wo. Fl -8845.4 °a m ' t CS EXTERIOR —/f •'�' INTERIOR t VERUCA! CROSS SE00M EXTERIOR SEE NoTEI / a /J'ift c L CRUti S�1 }� Q f N�nw ng nnfigurotion see ggeeru�al notes, suet 1 fof "HVHT water Infiltrotlon requirements INTERIOR EXTERIOR /W INTERIOR (8) \121/C�4b CRC+SS SECTJO,N � ShouvnvQlXsub-bvC4 NOTE: I. gem 4421occ ed T from each end plus 2 mom cqucft spacod. EXTERIOR INTERIOR 4 VIS lCAL CRUO SECit N Q OUtSWitig conion seeanolos, shoot ! fo"V¢we iniatrolam requ&ements eV: iF5 s Wo wo. Fl -8845.4 °a m w - R , ^ w 1-t/4° MW. EMB. 17"P.) EXTERIOR g 10 � 4 m o W ® 3 IPl MOR 7 4 3 3 <n pp • �Q(��yy'�.Yjyy rH®RtZOwiiAL CROSS SECTION �3 Shaamw/ixsubbuck E d _ O EXTERIOR 51 0 EXTERIOR C7 Cg j X o a INTERIOR VNO. 1.7 vyp.) _ tAm 05/04/07 i INTERIOR � � �'�� ��.I � � � �' s� N.T.S. ! l9) E Dw% er AFM s '`�i _ cO.Or. US 3 66ORliOitTPA1 CRB SECTION 2 �RIZ®PfdAL SS itl EMB, [TYP I DRNM raa a Ff p8945.4 °a IfOR00WAL CROSS SWMiq 12 3/4" GLASS BME 35.75- MAX DOOR INTERIOR I/6'TEMPERCID GLASS PANEL WIDTH AIR SPACE 20.5' MAX. . . ........ GLASS D.L.O. (SAFLEX 81SOLUM) EXTERIOR I/IT'ANNEALED GLASS 34 d G--4 1 4Z (TYP.) SEE HARDWARE CHART R Stent edge IfOR00WAL CROSS SWMiq 12 3/4" GLASS BME YALE KNOB* NEW TRADMONS DEADSOLY. NEW 'MADMONS (MSERIS) SULAOE KNOB/LWRR:,r SERIES DEUROLY, Mid KMET KNOB, SIGNATURE Sam DEADBOMSIOGNATURESERIES LM) 3.00' V aw ■ (TERIOR f c )A-ck �AK VEJUICALL9999-slogg a I"THK. GLASS INTERIOR I/6'TEMPERCID GLASS AIR SPACE 1 /8- ANNEALED . . ........ GLASS o9a Pve. (SAFLEX 81SOLUM) EXTERIOR I/IT'ANNEALED GLASS YALE KNOB* NEW TRADMONS DEADSOLY. NEW 'MADMONS (MSERIS) SULAOE KNOB/LWRR:,r SERIES DEUROLY, Mid KMET KNOB, SIGNATURE Sam DEADBOMSIOGNATURESERIES LM) 3.00' V aw ■ (TERIOR f c )A-ck �AK VEJUICALL9999-slogg a C4 —0 a Z as — 05/04/07 c N.T.S. sr AEM m m FL -6845.4 -1 2 or 9 iN . . ........ C4 —0 a Z as — 05/04/07 c N.T.S. sr AEM m m FL -6845.4 -1 2 or 9 iN FL8959.2-R2 I A,pprovalZoom TM Q 4C Agency FL Product Approval Category Doors Listing Status Approved Description "6-8"" Impact Glazed O/S Single or Double Door w/ or w/o Sidelites" Last Updated By Agency 08/09/2013 Product Details March 11, 2012 Max Pos (+) Design Pressure, PSF 55 Min Neg (-) Design Pressure, PSF 50.5 Date Approval Expires 12/31/2015 Impact Rating Yes [FL) Approval Classification High Velocity Hurricane Zone Product Validator National Accreditation & Management Institute, Product Approval Method Method 1 Option A Applicable Codes 2010 Florida Building Code Code Effective as of March 15, 2012 Referenced Standards TAS 201 1994 TAS 202 1994 TAS 203 1994 Other A�e� Information Page 1 of 3 FJWTr�-a�J) A, -j FBC Listed Design Pressure(s) =55/-50.5 Date Submitted March 4, 2012 Date Validated March 11, 2012 Approved inside HVHZ Yes Approved outside HVHZ Yes .. Entity "National Accreditation & Management Institute," http://approvalzoom.com/listing/FL8959.2-R2 8/9/2013 49 Florida Building Code Online Pagel of 3 �It}TldaDpmmtd SCIS Home I Log In I User Registration � Hot Topics j Submit Surcharge Stats & Fads I Publications i FBc Staff sas Site Map Links Search 3usines lrofessi , Product Approval USER: ftbllc user Regulation Product Approval Menu > Product or Application Search > ADDlication List > Applimtlon Detail RM FL # FL8959-112 g .; Application Type Revision Code Version 2010 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 sschreiber@masonite.com Authorized Signature Steve Schreiber sschrelber@masonite.com Technical Representative Address/Phone/Emali Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Usting 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 http://Www.floridabuilding.orglpr/pr app dtl.aspx?param=wGEVXQwtDgtffRiomu3L8Yf... 8/10/2013 Florida Building. Code Online e Date Submitted 03/04/2012 Date Validated 03/11/2012 Date Pending FBC Approval Date Approved 03/14/2012 Page 2 of 3 Summary of Products FL # 11moge, Number or Name Description 8959.1 Metal -edge Steel Side -hinged 6'-8" Impact Glazed I/S Single or Double Door w/ or w/o Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL8959 R2 C CAC NI008080.01.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/31/2015 Design Pressure: +50.5/-55.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL8959 R2 II FL0174.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. FL8959 R2 AE 502A.odf When large missile Impact resistance is required, Created by Independent Third Party: Yes hurricane protective system is NOT required. See detail DWG-MA-FLO174-07 for additional Information. Metal -9 ; Doorift't 6'-8";zed OjS't [moble Door W} ,or vYja Skd�: Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8959 R2 C CAC NI008080.01.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/31/2015 Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL8959 R2 II FL0174.pdf 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. FL8959 R2 AE 502A.Ddf When large missile Impact resistance is required, Created by Independent Third Party: Yes hurricane protective system Is NOT required. See detail DWG-MA-FLO174-07 for additional Information. 8959.3 Metal -edge Steel Side -Hinged 8'-0" Impact Glazed I/S Single or Double Door w/ or w/o Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL8959 R2 C CAC NI008080.02.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/31/2015 Design Pressure: +47.0/-50.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL8959 R2 II FL0176.0f 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. FL8959 R2 AE 501A.Ddf When large missile Impact resistance is required, Created by Independent Third Party: Yes hurricane protective system is NOT required. See detail DWG-MA-FL0176-08 for additional Information. 8959.4 Metal -edge Steel Side -Hinged 8'-0" Impact Glazed O/S Single or Double Door w/ or w/o Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8959 R2 C CAC NI008080.02.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/31/2015 Design Pressure: +50.0/-50.0 Installation Instructions Other. Evaluated for use in locations adhering to the FL8959 R2 II_ FL0176.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 8'-0" max nominal size. FL8959 R2 AE 501A.pdf When large missile Impact resistance is required, Created by Independent Third Party: Yes hurricane protective system is NOT required. See detail DWG-MA-FL0176-08 for additional Information. http://Www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgtfffljomu3L8Yf... 8/10/2013 NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: NI008080.01 1953 Powis Road Certification Date: 06/02/2007 West Chicago, IL 60185 Expiration Date: 05/3112015 Revision Date: 12/09/2011 Product: Metal -Edge Steel Impact Glazed Inswing or Outswing Door w/ and w/o Impact Rated Sidelites (w/Wood Frame unless noted) Specifications Tested To: ASTM E330/TAS 201/202/203 Impact Rating: Large Missile Impact Rated 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.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANS4 gHjk Dam Threshold National Accreditation & Management Institute, Inc./4794 George Washington Memorial IEighwa es, V 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 NAM AUTHORIZED SIGNATURE: Inswing Glazed Design Water Test Missile Test Report Number Configuration or or Maximum Pressure Pressure Impact Drawing Number & Outswing Opaque Size Pos/Ng Rated Comments X IIS Glazed 3'0" x 6'8" +50.5/-55.0 2.86 psf Yes NCTL 210-3431-1 Single Maximum Panel Size: 3'0" x 6'8' Anchor Details-MA-FL0174-07 X O/S Glazed 3'0" x 6'8" +55.0/-50.5 6.0 psf Yes NCTL-210-3431-1 Single 8.25 psf* Maximum Panel Size: 3'0"x 6'8" Anchor Details -MA -1`1,0174-07 XX its Glazed 6'0" x 6'8" +50.5/-55.0 2.86 psf Yes NCTL 210-3431-1 Double Maximum Panel Size: 3'0" x 6'8" Anchor Details-MA-FL0174-07 "0/S =Wx $" 5.0-A `61XX rtes _ NCCL-2lo-3431-1 < Double $ sf'" p = Maximum Panel Size: 3'Q x6'87 Anchor Retail$-MA-FL0174-07 XO/OX I/S Glazed Door 610" x 6'8" +50.5/-55.0 2.86 psf Door -Yes NCTL-210-3431-1 _ _ Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel Size: 3'0" x 6'8" Anchor Details -MA -171,0174-07 XO/OX O/S Glazed Door 6'0" x 6'8" +55.01-50.5 6.0 psf Door -Yes NCrL-210-3431-1 Single w/Sidelites Glazed Sidelite 8.25 psf* Sidelite-Yes Maximum Panel Size: 3'0"x 6'8" Anchor Details -MA -F1.0174-07 OXO I/S Glazed Door 9'0" x 6'8" +50.5/-55.0 2.86 psf Door -Yes NCTL-210-3431-1 Single w/Sidelites Glazed Sidelites Sidelites-Yes Maximum Pagel Size: 3'0" x 61" Anchor Details-MA-FL0174-07 OXO O/S Glazed Door 9'0" x 6'8" +55.0/-50.5 6.0 psf Door -Yes NCTL-210-3431-1 Single w/Sidelites Glazed Sidelites 8.25 psf* Sidelites-Yes Maximum Panel Size: 3'0" x 6'8" Anchor Details -MA FL0174-07 OXXO I/S Glazed Doors 12'0" x 6'8" +50.5/-55.0 2.86 psf Doors -Yes NC rL-210-3431-1 Double w/Sidelites Glazed Sidelites Sidelites-Yes Maximum Pagel Size. 3'0"x 6'8" Anchor Details-MA-FL0174-07 OXXO O/S Glazed Doors 12'0" x 6'8" +55.01-50.5 6.0 psf Doors Yes NM -210-3431-1 Double w/Sidelites Glazed Sidelites8.25 psf* Sidelites-Yes Maxi 1 Size: 3'0"x 6"s" -FL0174-07 gHjk Dam Threshold National Accreditation & Management Institute, Inc./4794 George Washington Memorial IEighwa es, V 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 NAM AUTHORIZED SIGNATURE: 1 G Lo DO FRWE c METAL -EDGE STEEL DOOR UNIT ¢ q 6'-8" GLAZED DOUBLE DOOR WITH/ WITHOUT SIDELITES p � =� Ci LZ 0 U GENERAL NOTES T 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO � LO U THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM d DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. n2.0 DOES NOT EXCEED THE DESIGN PRESSURES LISTED.LAJ 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED. 3. IN THE HVHZ. FACTORY PRIMED DOORS MUST BE PAINTED IN ACCORDANCE WITH SECTION 2220 OF THE FBC. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 a. AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.xq' t- 5. PLASTICS TESTING OF LITE FRAME MATERIAL: [�+ TEST DESCRIPTION DESIGNATION RESULT �n F cc • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING p 4500 HOURS XENON ARC METHOD 1 DOUBLE DOOR UNIT W/SIDELITES a AdhnftbWM m Z O N e e e e Q D SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT OGLE DOOR UNIT W SIDELITES DOUBLE DOOR UNIT W SIDELITES - _ WITH S10EL1TE WITH SIDELTfE z WHERE WATER INFILTRATION PERFORMANCE IS DATE: 6/11/07 TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE CO FIG MAX WIDTH INSWING OUTSWING INSWING OUTSYVING OUTSWING• .� SCALE. N.T.S. SHEET DESCRIPTION X 37.3L_+50.5 -55.0 +5 -57o -T ---5-d.-5 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 M. BY. SWS 1 TYPICAL ELEVATIONS & GENERAL NOTES X -X 74 +50.5 -55.0 + 5.4 +19.0 -19.0 +40.0 -40.0 2 ANCHORING LOCATIONS & DETAILS OX or XO 75 +50. - 5.0 +55.0 -50.5 +19.0 -i9.0 +40.0 -40.0 +55.0 -50.5 �• B'' 3 ANCHORING LOCATIONS &DETAILS 0X0 112.5 + +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 KURT BALTHAZOR oRawte �• OXXO 149 +50.5 -55.0 +55.0 -50. +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 FLORIDA P.E. OM-MA-FLO174-07 • High Dom Threshold Design j56533 Iswu 1 � 3 SELF IGNITION TEMP ASTM D1928 740 'F > 650 'F RATE OF BURNING ASTM D635 0.77 IN MIN SMOKE DENSITY ASTM D2843 13.4% TENSILE STRENGTH* T4s �uax. ovFRau. NRDTH 21" MAX 36.375" MAX. D.L.O. PANEL WIDTH 37.5" MAX. W�ASIRAGAL FRAME WIDTH ASTM D638 7.50% DIFF T4s �uax. ovFRau. NRDTH 21" MAX 36.375" MAX. D.L.O. PANEL WIDTH 37.5" MAX. W�ASIRAGAL FRAME WIDTH ap �O 'j M� � aa�� 3. - SEE " - SEE DETAIL .C. 3" — o xc uuw� "E" 3" 3" " 3 3. 3" 3" 6" 6" 6" 6" i W Q w B B O 8 0 � — 6' 6" 3" io ( I I I 6" 1Hill 1 3" OIL T 3. 3" 6" 6" nF -.1 0 La 0 a SEE rn .D. J C, C, LAI0 f #8 x 2-1/2" #10 x 5/8" #8 x 2-1/2" #10 x 2-1/2" DETAIL "E" ASTRAGAL #8 x 2-1/2" #10 x 1/2" ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME Q #10 x 5/8" #10 x 1/2" AS SHOWN. 0.124' ANNEALED # 10 x 2— 1/2" 0.090• SAFLE7t 19G IN 09-0127.13)— DETAIL 9-0127.13)DETAIL "C" - 0.124" ANNEALED— DETAIL "D" 0.962 t�_4 1.375" T T T INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM 0/S THRESHOLD io 11"1 *! EE DETAIL C. 6" ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL DECORATIVE INSERT (OPTIONAL) —.mza• mar. EXMRIO ---V V--- INM TYPICAL GLAZING DETAIL IMPACT RATED GLASS D=. er: SW; CHH. 9w. DRAWING N0: DWG-IIA-FLO174 SHEEF _�L OF SEE DETAIL "C" 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 T THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE L #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL 1. N SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR MIN LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM CL 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". I 6" 3" 3" I FIII — 0 N iT 8 W SEE DETAIL } "D^ SHT. 2 W w ' K O _ N I II G H ft 11 v G io 0: f 3" 3"i I 6" 3" 6" 3" 3" I FIII — 11 6" 6" — 11 I — W W _ O W W 8 I II G H ft 11 B II 1 0: f 3"i 6" 6" HARDWARE SCHEDULE 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADBOLT TO BE INSTALLED AT 5-1/2" CENTERLINE. 15" 2. 4" X 4" FULL MORTISE BUTT HINGES. itilm TYPICAL 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ANCHOR INSTALLATION TRANSFER LOADS TO STRUCTURE. 4-9/16" MIN JAMB 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. s1xe: N.T.S. mac, BY: SW: CWL eY: U .0174-07 uv 3 Luis R, Lomas P. E. 1492 Woodford Rd. (NDS 2005,11.3) Main member: Spruce -Pine -Fir Main member thickness: t„= 1.500 in Main member dowel bearing strength: Fe, = 3,350 psi Screw bending yield strength: Fyb= 80,000 psi Tabulated lateral design value: Z= 107.0 lbs Mode IV Manufacturer: Masonite Lewisville, NC 27023 max. O.C. (in) Report #: 502A 336-945-9695 Cap. Qty Load (lbs) (lbs) Date: 12/29/09 Product: Double Door with sidelites 12'x6'8° 138 Minimum edge distance: 1.13 in Scooe: 2.25 in Tabulated shear design value: Z = 112 lbs 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 verification: Tabulated shear design value: Z = 197 lbs OK This analysis verifies anchoring for the following drawings: Actual edge distance: 2.50 in 463 DWG -MA FLO120-05 DWG -MA FLO132-05 DWG-MA-FLO147-06 DWG-MA-FLO162-07 DWG -MA FLO122-05 DWG -MA FLO134-05 DWG-MA-FLO151-06 DWG-MA-FLO168-07 DWG -MA FLO124-05 DWG-MA-FLO140-05 DWG-MA-FLO153-06 DWG-MA-FLO170-07 DWG -MA FLO126-05 DWG-MA-FLO142-05 DWG-MA-FL0155-06 DWG-MA-FLO172-07 DWG -MA FLO128-05 DWG-MA-FLO143-05 DWG-MA-FLO156-06 DWG-MA-FLO174-07 DWG-M/-FLO130-05 DWG-MA-FLO146-06 DWG-MA-FLO160-07 DWG-MA-FLO175-07 Anchors to be qualified: 1. #10 Wood screw, for installation in wood frame substrates. 2. 3/16° ITW Tapson, for masonry installation Anchor capacity in shear condition: Fastener type: #10 wood screw Side member: Douglas Fir -Larch Side member thickness: t,= 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) Main member: Spruce -Pine -Fir Main member thickness: t„= 1.500 in Main member dowel bearing strength: Fe, = 3,350 psi Screw bending yield strength: Fyb= 80,000 psi Tabulated lateral design value: Z= 107.0 lbs Mode IV Fastener type: 3/16- ITW Tapeon N.O.A. 07-1126.10 max. O.C. (in) Substrate: Hollow block Result Cap. Qty Load (lbs) (lbs) Minimum embedment: 1.25 in 2.3 138 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 OK A3 Actual edge distance: 2.50 in 463 1 WA Design value per interpolation: Z = 189 lbs 171 3 154 OK Allowable Design Value: Z'= 189 lbs/anchor Minimum anchor capacity: 171 lbs/anchor Note: Anchors with fire least capacity is used nor calculations to qualfy anchors with higher capacity. Anchor calculations, minimum reaulred anchors Double. Pressure against stops with bump threshold: 36.38 36.38 Design pressure: 60.0 psf M 79.25 72.75 1 of 4 Zone Area (ft2) Load (lbs) Ind. (in) max. O.C. (in) Anchor Result Cap. Qty Load (lbs) (lbs) Al 2.3 138 WA WA 171 1 138 OK A2 7.7 463 6.00 21.00 171 5 93 OK A3 7.7 463 1 WA WA 171 3 154 OK 6' ;lo 4 At Luis R. Lomas P.E. FL No.: 62514 1/7/2010 r t" t r Y Luis R. Lomas P. E. 1432 woodrord Rd. Manufacturer. Masonite LewlsWile, NC 27023 Report #: 502A 336-945-9685 Date: 12/29/09 Double. Pressure away from stoRj: 36.38 36.38 ' Design pressure: 60.0 psf All I Al 79.25 Zone Area (ft-) Load (lb,) Ind. (in) max. O.C. (in) Anchor Result Cap. load Obs) Qty Obs) Al 10.0 601 6.00 21.00 171 5 120 OK A2 10.0 601 WA WA 171 4 150 OK 72.75 bauble. Pressure against stops with saddle threshold: 36.38 36.38 Design pressure: 60.0 psf AI I I l Al Y_ Y_ Al 79.25 72.75 Double with sidelites. Pressure against stops with bump threshold: 37.50 36.38 36.38 37.50 iAl AzY P3 max. �v, Anchor 3 Y 5 � Y A2 Z Al l Area Load Ind. A4 A4 Al ` Al k k 147.75 Zone z (ft) Obs) (in) O.C. Cap. Qty Load Result A3 (ft) Obs) (in) (in) Obs) (lbs) OK Al 2.3 138 WA WA 171 1 138 OK Az 8.9 532 6.00 21.00 171 5 106 OK A3 7.7 463 1 WA WA 171 3 154 OK A4 10.0 601 1 WA IWA 171 4 1150 1 OK Double with sidelites. Pressure against stops with bump threshold: 37.50 36.38 36.38 37.50 iAl AzY P3 Al �v, �YP\_ 3 Y 5 � Y A2 Z Al l Area 79.25 Al A4 A4 Al ` Al k k 147.75 Double with sidelites. Pressure away from stops: 37.50 36.38 36.38 37.50 iAl AzY P3 P4 P3 l l 79.25 �v, IYA2 P4 A3 AlA3 Z Al Design pressure: 60.0 psf Desion pressure: 60.0 psf 36.38 36.38 37.50 Ind. (in) max' �v, Anchor 3Y� I� Result Al Area load Ind. 79.25 171 Al 146 Al Zone (ftz) (lbs) (in) O.C. Cap. �Y Load Result A3 (ft) Obs) (in) (in) (lbsj 3 (lbs) OK Al 2.4 146 WA (in) (Ibs)Qty Obs) OK AI 2.4 146 WA N/A 171 1 146 OK A2 7.9 473 6.00 21.00 171 5 95 OK A3 7.8 468 WA WA 171 3 1 1 OK A4 2.3 138 WA WA 171 1 138 OK A5 7.7 463 WA I WA 171 3 154 OK Desion pressure: 60.0 psf 147.75 Double with sidelites. Pressure against stops with saddle threshold: 37.50 36.38 36.38 37.50 Ind. (in) max. �v, Anchor 3Y� I� Result Al Area Load Ind. 79.25 171 Al 146 Al Zone (ftz) (lbs) (in) O.C. Cop. �Y Load Result A3 7.8 468 WA (in) (lbsj 3 (lbs) OK Al 2.4 146 WA WA 171 1 146 OK Az 7.9 473 6.00 21.00 171 5 95 OK A3 8.9 537 WA WA 171 4 134 OK Aa 10.0 601 WA WA --F-,71;0 4 150 OK 147.75 Double with sidelites. Pressure against stops with saddle threshold: 37.50 36.38 36.38 37.50 Ind. (in) max' O.C. (in) �v, s 3Y� I� Result Al ),\ I I WA 79.25 171 Al 146 Al A2 7.9 147.75 6.00 2 of 4 Desion pressure: 60.0 osf Zone Area (ft) Load Obs) Ind. (in) max' O.C. (in) Cnp. Obs) Anchor 4tY Load Obs) Result Al 2.4 146 WA WA 171 1 146 OK A2 7.9 473 6.00 21.00 171 5 95 OK A3 7.8 468 WA WA 171 3 156 OK A4 8.9 537 WA WA 171 4 134 OK A5 2.3 138 WA WA 171 1 138 OK A6 7.7 463 WA WA 171 3 154 OK A7 10.0 601 WA WA 171 4 150 OK Luis R. Lomas P.E. FL No.: 62514 1/7/2010 T Luis R. Lomas P. E. 1432 woodlord Rd. Manufacturer. Masonfte Lewisville, NC 27023 Report #: 502A 336945-9695 Date: 12/29/09 Anchor Locations: Double door with sidelftes Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure Indicated herein. Luis R. Lomas P.E. FL No.: 62514 3 of 4 1/7/2010 m -T- 8 8 m Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure Indicated herein. Luis R. Lomas P.E. FL No.: 62514 3 of 4 1/7/2010 R L7 4of4 r 1 r 10 Luis R. Lomas P. E. 1432 Woodford Rd. Manufacturer. Masonite LewisWIS, NC 27023 Report M 502A 336-945-9595 Date: 12/29/09 Anchor Locations: Double door 36.38 36.35 6.00 TYP. 6.00 79.25 6.00 TYP. 18.19 TYP. 3.00 TYP. 6.00 I Note: Anchor locations Indicated in this document are the minimum required for the described product exposed at the design pressure Indicated herein. • r_ 5 TAT OF • NONAt���� Luis R. Lomas P.E. FL No.: 62514 1!1/2010 'ami -Dade County -Building - �— � � � � � , � � � � Page 1 of 1 Product Information for N.O.A. 11-1013.14 NOA 11-1013.14(librarvJproductcontroYnoa/19101314.odf) File Classification High velocity hurricane zone ' Category Windows Subcategory Double Hung - Single Hung Material Aluminum Applicant PGT Industries (pc -result detail app.aWa o alias=101544 ) File Status File Approved Expiration—Date March/26/2016 Impact Rate Large and Small Missile Impact Maximum—Design—Pressure—Positive 80 Maximum—Design Pressure_Negative 80 Description Series "SH -700" Aluminum Single Hung Window - L.M.I. Page Last Edited: Tue May 28, 201311:10:18 AM (httpJfwww.centerdi4italaov.com/survev/88/2012 ) BEST OF THE W P WL ELN, e hq://www.miami&de.gov/buil&ng/N-result_app.asp?fldNOA=11-1013.14&BasicSearch... 10/4/2013 HIAM MIAMI DADE COUNTY, FLORIDA ,a PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 S.W. 2& Strcct, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590. F (786) 315-2599 _NOTICE OF ACCEPTANCE (NOA) -w-mlambled� v �� PGT Industries 1070 Technology Drive Nokomis, FL 34275 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 Hand -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 proposes. 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 Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH 700" Aluminum Single Hung Window -L.M.L APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSII.E IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: Miami --Dade County Product Control Approved Shutters Or Protection Devises shall be required for Glazing Option "M" at installations above 30 Ft. above ground (See sheet 1 of 11). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, stage, model/ series and following statement: "Miami Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be dome 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 No. 11--0405.10 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 11-1013.14 �( Expiration Date: March 26, 2016 1 Approval Date: November 03, 2011 to Z� page 1 S PGT Indm jes NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS woNnNuw 3) Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 20294 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203.94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL4947 and FTL-4850, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Subbed under previous NOA No. 05=1018.01) 4) Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4948 and FTL-4646, dated 08/10105, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05�-101&01) C. CALCULATIONS ; . 1. Anchor verification calculations and struciural analysis, complying with FBC 2007, dated 01/11/2011, prepared, signed andscaled by Robert L. Clark, P. E. Complies with ASTM E1300--04 (Submitted under previous NOA No. 11-0128.03) D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.T. DuPont DeNemours & Co., Inc. for their "DuPont Butaciteg PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayer*" dated 05/05/2011, expiring on 05/21/2016. E-2 Jaime D. Gaml, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2416 Approval Date: November 03, 2011 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBIVIITT W A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D't dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 20294 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (SubmNed under previous NOA No.07-0322.06) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4958 and FTL-5063, dated 10/03and 11/21/06, both signed and sealed by Edmundo Largaespada, P. E. (SubmaYied under previous NOA No. 07-0322.06) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum. single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM -4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 07-0322.06) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL--4649 and FTL-4723, dam 10/05 and 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Subm%tted under previous NOA No. 61401&01) t Ja a D. Ga P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-1 PGT Index Wes NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of confonnance and compliances with the FBC-2007 and FBC-2010, dated October 07, 2011; signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. w 3. Laboratory compliance letter for Test Reports No.'s FTL-4957, FTL-4958, FTL-5063, FTL4645, FTL4649, F'- "723, FTL4947, F IL 4650, FTL4948 and FTL-4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 07-0322.06 and 05-4018.01) G. OTHERS 1. Notice of Acceptance No. 114405.10, issued to PGT Industries for their Series "SH 700 Aluminum Single Hung Window - L.M.I.", approved on 04/21/2011 and expiring on 03/23/2016. Jaime D. Gas n, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 ® GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 6118" LAN CONSISTING OF (2) LITES OF 1fi' ANNEALED GLASS WITH A .080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. B. 6118" LAMA CONSISTING OF (1) LITE OF IN ANNEALED GLASS AND (1) LTTE OF 1f8' HEAT STRENGTHENED GLASS WITH A MO DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. C. 6118" LAMA CONSISTING OF (2) LTTES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACTTE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER D. 716" LAMA CONSISTING OF (2) LITER OF 3/18° ANNEALED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLOUKEEPSAFE MAXIMUM PVB INTERLAYER E. 718" LAMI CONSISTING OF (1) LTTE OF 318° ANNEALED GLASS AND (1) LITE OF 3118° HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB. F. 718" LAMI CONSISTING OF (2) LITE$ OF 3118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/18' LAM[ IG: (1) LITE OF 1f8" TEMPERED GLASS, AN AIR SPACE AND 611W LAMI CONSISTING OF (2) LTTES OF 418° ANNEALED GLASS WITH A 080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER NOA DRAWING MAP ® H.1318" LAMI IG: (1) LITE OF 1f8' ZEMFERED GLASS, AN AIR SPACE AND 618" LAMI CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE SHEET OF 118° HEAT STRENGTHENEDGLASS WITH A = DUPONT BUTACITE OR SAFLDUKEEPSAFE MAXIMUM PVB INTERLAYER GENERAL NOTES.....»....» 1 1.1318" LAMA I: (1) LITE OF IN TEMPERED GLASS, AN AIR SPACE AND 6/18' LAMI CONSISTING OF (2) UTES OF 1f8' HEAT STRENGTHENED GLASS GLAZING DETAILS»,,,,,,,,,, 2 WITH AN = DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. DESIGN PRESSURES....... 3 J.1318" LAMI IG: (1) LITE OF 1B" TEMPERED MASS, AN AIR SPACE AND 7110' LAMI CONSISTING OF (2) LITE$ OF 3118" ANNEALED GLASS WITH A ELEVATIONS 4 .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER ............ ».».» VERT. SECTIONS_--.. I3 K.13f18' LAMA IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 71W LAMI CONSISTING OF (1) LITE OF 3118' ANNEALED GLASS AND (1) LITE HORIZ. SECTIONS—_.. 6 OF 318" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVR. PARTS LIST..........».»»... 8 L 1311W LAMI IG: (1) LITE OF 118' TEMPERED GLASS, AN AIR SPACE AND 710" LAMA CONSISTING OF (2) UTES OF 3/18' HEAT STRENGTHENED GLASS EXTRUSIONS7 WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER CORNER DETAIL..........». 7 8' M 131LAMI IG: (1) LITE OF 118" ANNEALED GLASS, AN AIR SPACE AND 618' LAMI CONSISTING OF (2) LITE8 OF 718' ANNEALED GLASS WITH AN �0 DUPONT BUTACTTE OR ,&K —.. ANCHORAGE ..... B�FE MAXIMUM PVB INTERLAYER »........811 2. CONFIGURATIONS: "OX' (111, VIEW AND RADIUS TOP, ALL Wf LOW OR HIGH SILL OPTION) ®3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 130602. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02. 4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. S. SHUTTER ARE NOT REQUIRED. S. FRAME AND PANEL CORNER SEALED NTH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL-4646, FTL•4W FTL4847, FTL4W, FTL-4M. FTL-4660, FTL4881, FTL-4723, FT64W. FTLASIIS AND FTL & ANSI/AF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -20W ALUMINUM DESIGN MANUAL PROD=RSVIM wtw the worI a S. SERIESIMODEL DESIGNATION SH700, ALSO REFERRED TO AS &1701. ag B Not 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENT$ OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY M.—k- ® HURRICANE ZONE (HVH4 .......... .,p No 5s106 JJ 1 Ulm1 IT/11 a =0fWLVMTff oaaw. i,A�1' � ©ENE:SHVGLE NOTES JA 04/0 1 C CTIA 4m cAP aA88 rrMW 7 FR MHS ' e r6 aas ,,O,C(` �,�, ��• ALUM. Hi1NG tMN�W IOU �111 IMPACT FJC 11/tSl� B P0.8Q7C46� �yy� sn ALY'ni14fM1lLL PE. FJC &I" LA B R 8o8ta 1�1b& �mr a ww NM 1 - 19 4Q4020 r D FL P.E.# 68708 1/2" NOM. GLASS SITE N �Y�l•NEW-P.2-9 0 111 1IJLiF1m 1f6" ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT PA INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 8118° NOM. 6/16" LAMINATED GLASS DM. BITE or ,NGTHENED GLASS INTERLAYER NGTHENED GLASS ,GLASS 13/16" LAMI IG GLASS W/ 6/16" LAMI 112" NOM. GLASS SITE m ® NOTE: LAMI IG OUTBOARD UTES MAY BE UPGRADED TO 3/18° WITH NO CHANGE IN DESIGN PRESSURE EXTERIOR INTERIOR `'V (ALL SECTIONS) 3118° ANNEALED OR HEAT STRENGTHENED GLASS = SOLLMA OR DUPONT PVS INTERLAYER SMW ANNEALED OR HEAT STRENGTHENED GLASS 7M6" LANNATED 7/16" LAMINATED GLASS 112° NOM. GLASS BITE 3M8° ANNEALED OR HEAT STRENGTHENED GLASS 0110 SOLLMA OR DUPONT PVB INTERLAYER 3118" ANNEALED OR HEAT STRENGTHENED GLASS 7AW LAMINATED AOR SPACE 1fLN' TEMPERED GLASS® 13116° NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI MMM.M.Mm I� ALUM.3/NOLE14UNGWINDOW IMPACT PA. BQfC 68 NOKo� �1e�a > s Full .2 a 11 a 4046.20 per• ,r0? COW . * OB = = R Io LI •' gx '0 PLOW A. ,FSsloo\ A. L�WldlLSJ P.E FL P.E.# 66708 IM FLANGE OR INTEGRAL FIN WINDOWS W1 NO3H SILL OPTION BASED ON FLANGED WINDOW TIP-TOP IP FRAME DIIIIEN IONS WINDOW lIE14HT WIDTH OILASS TYPE or 8P' 8B" I 70` . 72' 74" TABLE 1. 78" 48' A,B,M +80.0 40.0 +80.0 -80.0 +80.0 •80.0 +80.0 40.0 +80.0 40.0 +BOA 40.0 +60.0 -no w A,E,M +80.0 -80.0 +1800,0 40.6 +80.0 -80.0 +80.0 -80.0 +80.0 40.0 +80.0 40.0 +78.0 70.0 F71L4846 48110 A. +80.0 -80.0 +80.0 -MO +80.0 49LO +80.0 40.0 +78.8 78.8 +77.3 77.3 +76.8 78.8 83118" AAM +00.0 .80.0 +60.0 40.0 +78.8 70.0 +78.2 78.2 +70.8 .78.8 +78.4 78 4 +74.0 74.0 UP TO 631lmir +80.0 40.0 +80.0 40.0 +00.0 •80.0 +p.0 -- +80.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FBI WINDOWS W/ NON SILL OPTION ,& BASED ON FLANGED WINDOW TIP -T FRAME DIMENSIONS WINDOW HEIGHTWIDTH OILABB TYPEF318"I 44" W SW I Or T2' 74" TABLE 2. 78" 48" A, ,M +K0 40.0 I +80.0 40.0 +90.0 49LO +80.0 410.0 +70.0 -70.01+70.0 70.0 +70.0 70.0. 80' A.p,M +80.0 0 +80.0 -80.0 +80.0 40. +79.19 78.8 +70.0 -70.0 +70.0 70.0 +70.0 -70.0 62° A, +80.0 0 +80.0 -80.0 +80.0 40.0 +78.9 -MO +70.0 -70.0 - +0.8 -- F71L4846 48110 63 8910" AN: +860 !o= +80.0 -80.0 +80.0 40.0 +760 -78.0 +860 •88.0 +08.7 UP TO 4.4 C.D. ,F, ,H,I,d,K I. +SMo 0 +80.0 -80.0 +80.0 40.0 +80.0 40.0 * .0 .0 +70.0 70 0 +70.0 •760 CUSTOM VIEW & RAMS TOP FLAIMGL= OR INTEGRAL FIN VIflNOCNAiB W/ HIGH Slu OPTION® TABLE 3 BASED ON FLANGED WPM MTKIP FM DWNSIONS WINDDW NEGHTIMM BASH H@IGHT 0" WWW HT. W18ABH w 78° FLANGM AND 78" iNT5Wft11t11) WIDTH 1 WAGS TYPE 171!8" I 2211118" I 28 3118" I W 314" 1 39 AMC I 4413MV 1 80 wr I 8816110" 0118" . D,E F,AK,L +80.0 -80.0 +00.0 -80.0 +80.0 430.0 +80.0 •80.0 +70.0 -70.0 +70.0 70.0 +70.0 70.0 +70.0 70.0 GLASS TYPES: TEST RuORTB TABLE 4. A. 6118° LAMI. 1f8A..=.lff FT44047. 4848.4723, 4967 8.01W LAW - (1f8A..000,118118) M4647,484111 C. 6118 LANA- 1/87G„080,118"FIB PTi-4847,4040 0.7118" LANA- 16"A,.090, 31tWA P71.-4846, 4M E. 7118 LAW • 1(rA..090. 3116118) FT44845 F. 71W LANA. PHWH8,1190 311010 FTL 4848 0. 1311V LAMI 10 •'UB T, AIR SPACE, 6f18 LAMI. 1f8A,.090,11WA FTL4846, 4729 K 13118 LAMI K•1.118 T. AIR SPACE 6118 LAMI - 1/8A,.090,1l8°HS FT44W L 13118 LAW 10 • Iff T, AR SPACE, 6118 LAMI - (118103,.080. VBFM FIL400 .13110° LAMI 101- Iff T AIR SPAM 7118 LAMI - BA,.=. 3118 M4849,4= K.13/18 LAMI K4 -1f8 T AIR SPACE, 7118 LAMI • (VIS'A,.M, 311 M-48% 4880. 4988 L. 13118 LAM110 • UB T. AIR SPACE, 7N8 LANs - pitwmeo9o, 3f18H8) F71L4846 48110 IM. 101W LAW 10 -1WA AIR SPACE 6f18 LAMI - 1/8A .060 IWAA FTL4w MEETING RAIL HT. MEETU�X3 RAIL 14 W HT •O� MINUS SASH HT. HT. MEETING RAIL. NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +84.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES 8Y DEDUCTING 1° FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 OW MINIMUM TO 38° MAXIMUM. 111111 1:YD N ,yup * ,r No• 68705�j�" '���O�,c_ • FLOi�OPG�O`� pNOKCO ti 4 I Y/tstblpBemr -- A.LW141IfALLE2 P.E. FK r> BN100 N78 8 a 11 4040• D FL P.E.# SSM � R � IEE DLO TABLE X j 63 IV MAX. FLANGED WIDTH® 521✓'8" MAX. I.F. WIDTH D 49818" MAX. FIXED DLO (ALL) PO (ED LITE LOW BILL HIGH SILL 178" w T SEE OLD TABLE 0 F D -r+ HE SEE DI L178' 1 41 114° 40 7/8° T 62 61W 6211/18° E MAX. I IEE DLO TABLE X j 7n6 Mws ( L PO (ED LITE LOW BILL HIGH SILL A 341!2° 481/x° MAX /ENT DLO (ALL) DETAIL A 1/1 — — 7W MAX A I.F. HEI lHT 76'1 IAX FLANGED HEI X % 8E / NO 4 DETAIL B VIEW (STANDARD SASH) g . E •+—I 78° MAX. I 76" MAX SEE DLO I HEI 3HT E .r I HE HT TABLE O / ® SEE OLD TABLE O / 78° MAX / 78"1 NAX I FLANGED FLANGED HEI HT HEI SEE DLO TABLE X j ( S� SEE DLO TABLE X j SASH HEIGHT HEIGHT e DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 8 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. N=FL NIODb1t0, FL X j DETAIL C VERTICAL DAYUGHT OPENM DETAIL PO (ED LITE LOW BILL HIGH SILL A 341!2° 34 311 B 41 SW 411/4" C 1 41 114° 40 7/8° D 62 61W 6211/18° E 62 114° 62 8116° DETAIL BILL MOH SILL A 341/2° 34 3116" B 277116' 27118° C 27 7/16° 271/8° D 16 318° 16 3/4° EIS 3B" 16 314" TABLE 6. 8mm I NTS 14 a 11 1 4040.20 78° MAX I.F. HEI HT Wr ® MAX FLANGED HEI HT SL 4 UI111 LYNN �.��s�N�,ceNSE '••F'� '�. s 4c 6870�60� ,,,, �p PLOi:4OP ���� A. LY�(�(IdfiNll1� P.E. FL P.El 68708 I -•---2.7W--1 INSIDE v (LOW SILL) SEE NOTE ABOVE ULTRALIFT 12 ONLY NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS. (1) 8f FROM EACH SIDE OF SASH. INSIDE — VENT DAYLIGHT OPENING I I I oil pffla s ,r_. -�!w • � VIII► t � f ALF. minim, I 111%11_-�D OUTSIDE ><I53 NOTE: BALANCEPART B USED ® BASED ON SASH WEIGHT I 9,10,11,15.18 aULTRALIFT 12 ONLY ALTERNATE HIGH SILL IOTB ,DUWMVB SECTION mw NOMM98.PLMS ALUM. S PA.6�C 1828 BtOK0i419, F184274 VRtlbl,Y S.. �f/DD SECTION C -C RADIUS TOP (HEAD DETAIL -FLANGED V HUNG WINDOW IMPAC --m- 6 s 14 4040-0 Z. ; SSo 86706 ell ov A. AgIONAt MRIllikWE.``` FL P.E.# W= � � 1 F r ° � � e � F.r l� r I ---•. A-I.F.FRAME SEALANT ALONG ENTIREJOIN'1'7 7-1 FLANGE FRAME HEAD J P4002A 8083-T8 ISW 0822, L A )+--2.784—� 1.749 O FLANGE FRAME SILL (LOW) #40=, 6083.76 2710 - .�� p� S F•+-1.613+{736 .082 + �•�-1.461��IA -Af* SASH STOP FLANGE FRAME JAMB ./ #4m, e083•T6 / #4004.6063-T6 STOP 17 SASH#4083, 60MT8 COVER (USED AS RADIUS TOP HEAD) 21 FIXED MEETING RAIL #4064A. OMHD-� 2 328—+-I 21.707 .279 1.979 .oez I L I L^1 I II I 8 or 50 I tj I WELD I 8 or 60 ALONG SCREW SEALANT OR GASKET BOSS (2) AT HEAD AND SILL I VIEW D -D VIEW E -E (11 &VIEW HEAD 6 SILL, RADIUS TOP SIU) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION — — — — . 060 - "-I 1.168 �+- An T .082 41 GLAZING B 6/18" #40WB.9083T6 31 SASH SIDE RAIL #4008,8083.78 23 SASH TOP RAIL 28 SASH BOTTOM RAIL(LOW) Mac, 8083H8 -T8 #4007.8083-T8 .060 Eu 1.088--��---�-I 42 GLAZING BEA . bH8" #40448 0003-T8 1.096 T (USED WiGwuwT) O GLAZING BEAD 7/18" #4222.6083-718 i " 2.784 O FLANGE FRAME SILL (HIGH) #4080A, 60WT8 V SASH BOTTOM RAIL (HIGH) J #4081A, OW3•T6 NZM 84'44 •x.878 46 GLAZING BEAD,. 7/18" 8063•TB (USED W/mu im —f �T1097 48 GLAZING BEAD, 13/1 #4067, 6063•T8 FRAME CORIVER DETAIL HUNG IWNBN WIMP ACT •CNV 7 d t1 4040.20 ATS OF OVATE .. A. 6MMILW P.E. FL P.E.# 68708 ! L" , � l• is 1 f- 1 ANCHOR CIUANTMES FOR 1M FLANGED WINDOWS TABLE B. WINDOW HEIGHT �SUBSTRATE: 28.503 34.503 40.803 1 49.803 52.503 1 58.503 64.603 76.000 ANCHORTYPE: WavaOW InoNz cCnC �Zo,o-zM0Nz-z�n"Nz�ZV) z 0a 2-0.az 8P8`� 8`�g 8`� 8 8 8`r 8$ 8 8 WIDTH TYPE C,D,E,F,Q 1 1 _1 1 1 1 9 19.125 HJ,JAL1211911211122212222220.22222222222222222222232233 ABA 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 121111121112221222222222222222222222222222232233 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 9 9 24.000 H,i,J,K,L 112 11121 2121 2221222222.222222222232222232223332233 _1 _1 _1 A,B,M 1 1 1 1 1 1 1 1 9 1 1 1 1 1 _1 _9 _1 _7 3:2233 12111212121222922222222222222223222223222T C,D,E,F,G, 1 1 1 1 1 1 1 9 1 1 1 9 1 1 1 2 1 1 2 1 1 2 1 1 32.000 KJ,K,L 11211 2 212 2 22231223232223232223332233343233343344 A,B,M 91 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 9 1 1 1 1 1 1 2 3 2 3 2 2 2 3 2 3 2 2 2 3 3 3 2 2 3 3 3 4 3 2 3 3 34 3 3 4 4 1 2 1 2 2 2 2 3 1 2 2 2 2 3 1 2 C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 37000 KJ,K,L 221222231223232223232223232323342333343334353344 A B,M 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 221222231223232223232223232323342333343334353344 PSF 78 C,D,E,F,Q 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 HI,J,K,L 212 112 2F2 2 3 22 2 3 2 3 22 2 3 23 2 32 3 2 4 2 33 3 3 4 2 3 34 3 5 313 344 5 3 344 AB,M 2 2 2 2 2 2 2 2 2 2 2 2 2 212 2 2 2 2 2 2 2 2 2 221222232223232223232323242333342334353334453344 PSF 79 C,D,E,F.G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 a 2 2 2 44.000 HI,J,KL 2 2 2 2 2 2 2 3 2 22 32 3 2 2 3 324 2 3 33 34 2 3 3 3 34 2 3 343 $ 3 4 5 344 5ABM 2 2 2 2 2 2 2 2 2 2 Z 2 2 2 2 2 2 2 2 J22 2 2 2 222222232223232233242333342333342334353453445 PSF 79 79 C,D,E,F,G, 2 2 2 2 1 2 1 2 2 2 2 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 48.000 KLJ,K,t 222222232223342333342334342334353334383345483455 2 2 2 2 212 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 ABM 2 2 2 2 2 2 2 3 2 2 2 3 3 4 2 3 3 3 3 4 2 3 73-4 3 4 2 3 3 4 3 5 3 3 3 4 3 8 3 3 4 5 4 8 3 4 5 5 PSF 72 78 79 C,D,E,F,C3, 2 2 22 0.a 2 1 2 2 2 2 2 3 2 2 3 2 2 3 2 1 3 3 2 3 53.125 H,LJ,K,L 22 2i2229222334233434233434333438334446344$483488 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 ABS 222222232223342334342334343334353344453348483448 M= BQ7C Im NoxoA�, FL SW4 BMW 4 MTS 8 - 11 ANCHORAGE NOTES: 1. ANCHOR TYPES: 9.114 ELCO TAPOONS 2.110 ELCO SS4 CRETE+IZ( 3-812 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWUNG DIMENSIONS. HEAD -18118° MAX. FROM TOP CORNERS JAMBS -171/2° MAX. FROM TOP CORNERS 15" MAX FROM BOTTOM CORNERS e" MAX BELOW MTG. RAIL ® SILL - ANGORS NOT REQUIRED S. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF 140TE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF 111E ADJACE—TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX. PSF (DP LIMITED) 118 HEAD 2 JAMB ABOVE 2 3 MTG. RAIZ. MB JABELOW MTG. RAIL (FULL DP) l i I i HEAD 2 `�%. d� �,YNN,. ,.<<FR JAMB ABOVE 2 3 17, c,o MTG. RAIL. `� �' c 5g10a • JAMB BELOW MTG RAIL . , Zu` QTS �i,Q�Q�;aP C1�� IMPACT A LY�td4tItlP.E. 4M,W p FL P.EJI 58705 ANCHOR QUANTITIES ABOVE MEETING RAIL EAD & JAMB8 CU$TO J FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. I W HE MINUS SASH HEIGHT FROM TABLE 6. SUBSTRATE: 17.126 228881 28.211 33.764 39.288 44.839 60.3(82 86.928 ANCHOR TYPE: MON0 0toONZrZMGN MGN M N r2MGN22P ML:NZ�UMC�NUZrZ WmrooW GIA � g 'q § � C4 $ r te $' $ � $ c 8 8 K 8 8 WIDTH TYPE $$ 99.128 D,E,F,J, 9 KL 1 1 _—__ 1 1 1 1 2 1 2 1 2 1 2 1 _._ 2 1 ..__ . 2 1 --- 2 9 2 21 1 "2 1 9 2 2 1 3 1 2 9 3 1 3 1 2 1 3 1 �. 3 _ 1 3 9 __. 3 24 000 D,E,F,J, 1 KL 1 -.1 _...1... 1 1 _2 1 2 1 z 9 2 1 2_ 1 ... 2 _ 1 .. 2 _ 1 2 ` - 1 3 1 1 •- 2 _.Y. 1 3 1 2_ 1 _-3 1 --3 1 . _3 .. 1 __.3 .....3 1 1 3 1 4 32.0M D,E,F J, . 1 '1 i 9 1 1 2 1 1 2 9 1_ 1 1 1 1 1 1 1 1 4 1 1 1 74 2 2 1 2 2 2 2 3 2 KL 1 1 1 2 2' 2 3 2 3 2 3 3 3 2 3 —4--3-1 2 2 2 2 2 2 3 2 4 "4 3 -1 _ 4 6 3 6� 83 72 79 POF 78 2 2 1 2 2 2 2 3 2 3 4 3 1 3 4 3 4 4 1 3 1 4 8 3 4 6 1 3 1 4 63.126 73 BB 68 72 37.000 D,E,FA 1 1 1 2 1 2 2 1 2 2 1 2 2 1 1 1_2 2 1 2 2 1 2 2 1 2 KL 1 1� 1 2 2 2 3 2 3 3 3 4 3 1 3 1 3 4 3 4 4 4 B 6 4 6 PSF 78 78 79 78 40.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2_2 2 2 2 2 2 2 2 2 2 2 2 2 KL 1 1 1 2 2^ 2 3 3 3 4 3� 4 4 3 4 4 3 8 4 4 6 6 4 6 P8F 78 78 78 77 70 70 78 44.000 ME,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 1 a 2 2 2 2 2 2 2 2_ 2 2 KL 1 -71-11 2 2 2 3 3 3 4 4 4 4 1 3 1 6 4 1 3 8 6 4 6 6 4 1 8 P8F 78 78 1 70 79 78 71 78 73 70 48.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 KL 1 1 1 22 2 3 3 3 4 1 4 1 4 6 1 4 1 6 6 4 8 6 4 6 6 6 6 PSF 71 78 63 71 78 64 74 80 77 08 88 63.128 I ,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 33 2 3 3 2 3 3 2 3 3F2 3 KL 1 1 1 2 2 2 3 3 3 4 4 4 B 4 B 6 6 0 8 6 1 7 8 1 6 1 7 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. (DP LIMITED) 112 JAMB BEI OINI MHG. RAIL .tttllttt�,, Z•C '''�FPp FU TABLE 8. JAMB BELOWB MTG. RAIL SASH HEIGHT i'/" •' BTA OF XWOM VIEW SUBSTRATE. 12.778 1 1&778 18.778 NDOW IMPACT 21.778 24.778 27.778 30.778 4040.20 p 31.108 ANCHOR TYPE. WINDOW Q � N r � $g 9 r N r � N r 9� ig� r WIDTH 1&126 1 1 1 1 2 1 2 2 1 2 2 2 2 2 1 2 2 2 2 2 2 1 2 2 2 2 1 2 24.0 2 1 1 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 1 2 2 3 1 2 1 2 32.000 2 1 1 1 2 2 2 2 3 2 2 3 2 3 3 1 2 3 3 2 3 4 2 3 4 1 2 1 3 37.000 78 2 1 2 2 2 2 3 2 3 S 2 3 3 3 3 —3 -T -3—T-3 4 3 3 4 3 4 40.006 74 2 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 44.000 to 78 2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 6 3 4 5 3 4 48.000 83 72 79 2 2 1 2 2 2 2 3 2 3 4 3 1 3 4 3 4 4 1 3 1 4 8 3 4 6 1 3 1 4 63.126 73 BB 68 72 2 2 2 2 2 2 3 3 1 3 1 4 1 3 4 4 3 4 b 3 1 4 1 6 1 3 1 6 1 6 1 3 Ell PA.8�t18� NOKCPAB, FL 84474 ohm ANTS 10 d11 ANCHORAGE NOTES: I. ANCHOR TYPES: 1.1/4" ELOO TAPOONS 2 . IW ELOO SS4 CRETE -FLEX 3 412 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOMING ® DIMENSIONS' HEAD -181P2" MAX. FROM CORNERS JAMBS-171PJ° MAX. FROM TOP CORNERS 11112" MAX. ABOVE THE MEETING RAIL W MAX. BELOW MTG. RAIL 16° MAX FROM BOTTOM CORNED SILL - ANCHORS NOT REQUIRED DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM MEW WINDOWS FROM TABLES 7. AND & USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE & FOR BELOW. �1. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW L� WINDOWS ARE 12 6W MIN. TO 38° MAX. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1° LESS. 6.® G SIZE BNOVIIIHM&NASLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE ® TABLE 7. KEY: MAX PSF (DP LIN9M)112 HEAD 2 JAMB ABOVE 2 Kra RAIL �8 HEAD 2 JAMB ABOVE 4 MTG. RAIL ® TABLE & KEY: MAX PSF (DP LIMITED) 112 JAMB BEI OINI MHG. RAIL .tttllttt�,, Z•C '''�FPp FU �� �s *' No• gg70S JAMB BELOWB MTG. RAIL 1 i'/" •' BTA OF XWOM VIEW PLOW P" NDOW IMPACT ";SSSIONA- o1% A.L;9k0d_LVkP.E. oaryrA 19ma 4040.20 p FL P.E.O WM x 0 1, ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE S. WINDOW HEIGHT SUBSTRATE: 20.655 37.155 44.855 52.155 89.855 87.188 74.888 78.000 TYPE. --- ANCHOR TYPE. a ca v O v v t> g o v o o U p o o a a WINDOW] olA3S cm WIDTH TYPE -8`� "i`�8`� "Z8 r§"8`�8� "8� 3`11"8`�8� "�`�3� "8 8 19.125 C,D,E,F,G, MI,JK,L 1 _1_ 1 I 1 1 ill 1 1 2 2 _1 1 1 2 9 2 2 2 2 1 2 1 4_ 1 2 2 2 2 1 2 2 _1 _1 2 2 2 2 1 2 2 1 1 2 2 2 2 1 2 2 1 1 1 2 2 3 2 2 2 1 1 _1 1 3 2 2 2 3 2 A B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 .3T2 1 1 1 1 111111222122222122222222222222222222322232322232 _1 P8F 79 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24.000 KIAKL111911221122222222222222222232322232322232322232 _1 _1 _1 A,B,M 1 1 1 1 111lj122112222222222222222223232223232223 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3322232 P8F 99 77 32.000 C,o,E,F,G, KI,J,KL 1 1 1 1 1 11 1 111222222232222332233333233332233433243433243 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 ABM 9 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 9 1 1 1 1 111111222222232222332233333233332233433243433243 _1 P8F 59 87 79 C,D,E,F,G, 9 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 37.000 KIAKL991119222aa2232223332233333343333233433243443243 A,S,M 1 1 1 2 1 1 2 1 2 2 1 a 2 1 2 2 1 2 2 1 2 2 1 2 111 111 1 1 2 2 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 -3-1-3 3 3 a43: 3 3 3 2 3 3 4 3 3 2 4 3 4 4 3 2 4 3 PSF 84 78 82 79 40,000 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 2 2 111111 222222232233332233433343333343443343443353 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 A,S,M 2 2 2 2 2 2 2 2 2 a 2 2 2 2 2 2 2 2 2 2 2 2 2 2 111111222222232233332233433343333343443343443363 P8 49 79 59 79 79 C,D,E,F,G, 2 2 2 2 2 Z 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44,000 H,I,J,K,L 11111 9 222222332233342333443343 443343443343443354 A,B,M 212 2 212 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 191111222222332233342333443343 4!3343443343443354 PSF 45 74 89 74 79 79 Co,E,F,O, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 48,Opp H,I,J,K,L 119 111 222222332233343333443344fft22 4384444384 A,S,M 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 3 2 2 1191112222223322333433334433444384P8F 41 97 48 87 78 i9 53.125 C,D,E,F,G, H,I,AKL 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 7 91111 2222223333334433444433445A,B,M 2 3 3 2 3 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 2222223833334433444433444354544354 2 3 3 2 3 '. a 1d ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1W ELOO TAPCONS 2 -11C ELCO S34 CRETE -FLEX ® 3-#12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -181/2° MAX. FROM TOP CORNERS JAMBS -171/2" MAX. FROM TOP CORNERS 1W MAX FROM BOTTOM CORNERS W MAX. BELOW MTG. RAIL ®SILL -ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF ®NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. ® >3: DESIGN PRE38UR�E UMR� SIZE BL KS OF THE IAGENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AvaLABLE. TABLE KEY: JAMB A;;VEj 2121 �o ��Ei1se IRO. RAR 038708 JAMB BELOW Z; * : N Mid. RAIL DARD MEW am, tuo"vi �aava�y SUM. SINGLE HUNG WIN�W IMPACTum immom A LYNN IMiLtI�;`P.E F—pFp'zrm7w 77 2 7 _ .I NTS 9 d 19 4440 D FL P E #88708 1 i` & r 1.. • 1 a V' >r 3.38 KSI MIN. CONCRETE OPTIONAL 1x WOOD SUCK (SEE NOTE 4) EXTERK)R INTERIOR (ALL HEAD AND SILL DETAI ) CONCRETE= (SEE NOTE 2x WOOD BUCK I &SEE NOTE 4), •9•.3/4° MIN.,1p1° CRETE•FLEX 1/4° MAX SHIM 1: FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI -DADS COUNTY APPROVED V4° ELOO TAPOONS OR 1/4' S84 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1314°. WOOD ANCHOR 2. FOR WOOD APPLICATIONS IN MIAMI -RADE COUNTY, USE 312 STEEL SCREWS (06) OR (SEE NOTE 2 & 3)® 1/4° 684 CRETE•FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCK DEPICTED W THE SECTIONS ON THIS PAGE AS Ix ARE SUCK WHOSE TOTAL THICKNESS IS LESS THAN 11/2°. 1x WOOD BUCK ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCK DEPICTED AS 2x ARE 1 12° 1° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCK TO BE MIiN. ® ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 6. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 1/4° 8063"T6AND A MINIMUM OF 1/S° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE MAX. OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SINIILAR TO THAT SHIM SHOWN IN THERE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE Ak MIN. 11/0 MIN. --. 1/4° MAX. SHIM 1/4' MAX. SHIM CONCRETE ANCHOR, FH BELOW MEETING I'l"i RAIL. (SEE NOTE 1 & 3)® • 7. 3.38 KI MIN. CONCRETE t;,�•`- OR 1.8 KI MIN. CMU BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4% MET -vv WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DEMON PRESSURES AND ANCHORAGE SPACING FOR TAPOONS MAYBE USED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS, FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 8. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS, 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8A (SUPPLEMENT 2008). WOOD ANCHOR, FH BELOW MEETING® RAIL (BEE NOTE 2 & 3) INTERIOR (ALLJAMB DETAILS) 2x WOOD BUCK RIOR (SEE NOTE 4)® DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4' MAX. SHIM .131' DIA. M x 21/2° N/ AT CARNE AND W C U D FAME C 1/4° .131' DIA. MIN. MAX x 21/2' NAIL, SHIM AT CORNED AND 6' O.C. DETAIL F. (HEAD) VOOD FRAME 9= .131' DIA. MIN. x 21/2' NAIL, AT CORNERS AND V O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE P89xR.864718� 4 114° MAX. SHIM AMT DETAIL G. (SILL) awo I NTS 1 11 d 11 IYNN M/(. //,/' 1t: No. 88708U IMPACT ONAL� A. LIMN MILD P.E. 4040.20 0 FLRE.368708 4 . STRUCTURAL COMPUTATIONS FOR 85 NE 110 STREET MIAMI SHORES, FL. COMBINED ENGINEERING SCIENCES CARLOS ENSENAT, PE 32566 CERTIFICATE OF AUTHORIZATION No, 9108 1214 SW 12 CT. MIAMI, FL. 33135 1 ( 305 ) 856-6345 9 • COMBINED ENGINEERING SCIENCES CARLOS ENSENAT, PE 32566 1214 SW 12 CT. MIAMI, FL. 33135 ( X05 ) 856-6345 E,,J I n e pre�:--%s 0 rGs 9 RAP C MecaWind Std v2.2.2.3 per ASCE 7-10 Developed by Mr,::A Efttp! "171 1 1. ght ww -file ca I Coin Date 10/1/2013 --roject No. Company Name Designed By Address Description City Ci -;.:tomer Name State Prcj Location Directional Procedure Simplified Diaphragm Building (Ch 27 Part 2) Basic Wind Speed(V) 175.00 mph Structural Category = II E=xposure Category = C Natural Frequency = N/A Fle%ible Structure = No Importance Factor = 1.00 Kd Directional Factor - 1.00 Alpha 9.50 Zg - 900.00 ft At 0.11 Bt 1.00 AM = 0.15 BM = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 2n., --' n = 15.00 ft Slope of Roof 3 : 12 =!Cpe of Foof(Thetal = 14.04 Deg Ht: mean Roof Ht 10.00 ft z"Te of Roof - HIPPED RHt: Ridge Ht = 12.00 ft. Eht: Eave Height = F.00 ft OH: Roof Overhang at Eave= .00 ft erhead Type = No Overhang Bldg Length Along Ridge = 55.00 ft Z-1da Width Across Ridge= 32.0�- ft Length of Hipped Ridge = 25.00 ft Cf Slope cri Hip End = 14.93 Deg Gust Factor Calculations Gust cat -gory 11. Viai!:: d Gustl: For Rigid Structures (Hat. Frees.->!- Hzi use = 0.85 Gust Fac'nr Ca--*gnry 17 pi.q.,Jd Zm* 0.6*Ht - 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 Lzm, 1*(Zm/33)^Epsilon = 427.06 ft Q: Gust2: 0.925-((1+1.7*lzm*3.4*Ql/(!+!.-'--*.4-1=-x..' = 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor --f cr Gus --2 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, CCpi GCPi : Internal Pressure Coefficient Topographic Adjustment 0.33*-- = 3.30 Kzt (0.33*z): Topographic factor at 11.00 Vtopo: Adjust V per Para 27.5.2- V I15.00 mph MM Diaphragm Building Wind Pressures per Ch 27 Pt 2 VIVO Egesta See Table 4' Sef-' f ig 27,b I for Parapet wand Its of Peet ,, u I t-5 T,ibk� 7 T6 2 Wind h Hipped Roof MWPRS Pressures for Wind Normal to 55 ft wall (Normal to Ridge) WALL PRESS'JRFS PEE TA- ..• L/B: Bldg Dim in Wind Dir / Bldg Dim, llcrna;. "C Wind Dir = 0.5E h: Height to top of Windward Wall 8.30 f}: ph: Net Pressure at top of wall fw-;ndwir--- - leeward = 38.70 psf pO: Net Pressure at bottom of wall leeward) 3.9.70 ps-, ps: Side wall pressure acting away .54 ph = -20.90 PS 47 pl: Leeward wall pressure acting away ph = -14.71 psf pwh: Windward wall press @ top acting toward wall = ph-pl = 23-99 psf pwO: Windward wall press @ bot acting to,,*ard-- po-ol = 2 9 psf ROOF PRESSURES PER TABLE 227.,'---` h: Mean Roof Height 10.000 ft Lambda: Exposure Adjustment Factor = 1.000 Slope: Roof Slope = 14.04 Deg Zone Load Casel Load Case,2 per psf ---------- ---------- ---- 1 -35.32 -24.34 3 -36.05 4 -3-2.18 5 -26.37 Note: A value of 10' indicates zoneiload case is not appiicable. Notes - Normal to Ridge Miami shores Village Building Department RECEIPT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PERMIT #: V C `DATE: '7 I-3 I, iv- kc�k4-e q_�> 0 � 17?- L�-- C �c (NAME) d Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) .-4 f.s !�&T Address: d yQ F From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: (Signature) PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: a MWFRS Pressures for Wind Normal to 32 ft wall (Along Ridge) WALL P'FE S IP.ES PER TABLE-;. L/B: Bldg Dim in Wind Dir / Bldg Dim Normal tc mind Dir = 1.72 • h: Height to top of Windward Wall = 8.00 ft ph: Net Pressure at top of wall (windward * leeward) - 35.09 psf a0: Net Pressure at bottom of wall (windward + leeward) - 35.09 psf ps: Side wall pressure acting away ficin mall = .61 * ph -21.47 psf pl: Leeward wall pressure acting away from wall = .3 * ph -10.56 psf pwh: Windward wall press @ top acting toward we'-! = ph-pl = 24.53 psf pwO: Windward wall press @ bot acting toward wall PO -p1 - 24.53 psf R -'CF PRESSURES PE? TABLE 27•6-17 h: Mean Roof Height - 10.000 ft Lambda: Exposure Adjustment Factor = 1.000 Slope: Roof Slope = 14.04 Deg Zone Load Casel Load Case2 psf psf ---- ---------- ---------- 1 -35.32 _ -24.34 3 -36.05 4 -32.18 5 -26.37 Note: A value of '0' indicates that the onetload case is not applicable. • Notes - Along Ridge wind Pressure on Components and Cladding (Ch 30 Part 1) not WaW. Hili Roof 7 -0 1 ..� � s� °it Sj � �` `,fir'' � ' ^,•�`� - 4 Z Width of Pressure Coefficient Zone "a" - = 3.20 ft Description Width Span Area Zone Max Min Max P Min P ft ft £t^2 Gcp GCp psf psf • ------------------------------------------------------------------------------- WALL 1.00 P -OC 21.3- 4 0.94 -1.04 44.80 -48.78 WINDOW 3.00 3•C'0 9. 4 1.00 -1.10 47.12 -51.11 WINDOW 3.00 3.00 9.0 5 1.00 -1.40 47.12 -63.09 DOOR 3.00 7.00 _ 4 0.94 -1.04 44.85 -48.84 DOOR 3.00 7.00 5 0.94 -1.25 44.85 -58.55 GARAGE 4.00 *-. 4 0.91 -1.01 43.56 -47.55 • Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc:.00256*V^2*Khcc*Kht*Kd = 39.93 psf Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 October 16, 2013 Permit No: RC12-1829 Building Critigue Review 1. PROVIDE SIGNED AND SEAL ENGINEERING CALCULATIONS FOR THE OPENINGS. Ismael Naranjo Building Official Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re -submittal drawings. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: P -C. 12 - l b �� Structural Critique Sheet Page 1 of 1 1 , d .P 11-3 D n>iC �9 s L) dn, Lc s::P' %�' � � � Vii: � } `1 � .1� W i f j -P o C-1 %kJ N01 -ADb e .,4 E D n PLE4-s l5r W. w" -re STOPPED REVIEW Plan review Is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and Include one set of voided sheets in the re -submittal drawings. Mehdi Asraf Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 g615 Permit No: Pc M-1 Page 1 of 1 Structural Critique Sheet L* -d � q`Pc-U°F'1 Sa'--tu . W o lU'n® D2P-%3U ®(G/WtW STOPPED REVIEW Plan review Is not complete, when all Items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and Include one set of voided sheets in the re -submittal drawings. Mehdi Asraf Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: �c l 2-- L �'2-7 Structural Critique Sheet (LI-Lq[,3 Page 1 of 1 I , i, ,�►I I I I i 1111- R R -W -R.' F -&x : 9 - 319 1 -- 7?,® 2 STOPPED REVIEW Plan review Is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and Include one set of voided sheets in the re -submittal drawings. Mehdi Asraf &tow `%G `D -o ® � ` L)I �Z �� F -&x : 9 - 319 1 -- 7?,® 2 STOPPED REVIEW Plan review Is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and Include one set of voided sheets in the re -submittal drawings. Mehdi Asraf Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: a C 1 (3 \ a - `'i�%ATE: �() �)� 13 c;ontracti Owner Architect Picked up 2 sets of plans and (other) Address: 0 From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: ,a w RESUBMITTED DATE: ri� I PERMIT CLERK INITIAL: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: � e` I 0- I 9- -1 O DATE: CI 1 3 C l cGtA-iLz' V(P- L -,g (NAME) o Owner a Architect Picked up 2 sets of plans and (other) <� �� - Dcx") 0- 0�-'�-� \5v®r� Address: t '" F 1 S From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: (Signature) PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: — , C' JA— Miami Shores Village Building Department RECEIPT PERMIT M & & 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fait: (305) 756.8972 (NAME) ❑ Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) Address: f (Q 1 From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: (Signature) PERMIT CLERK INITIAL• RESUBMITTED DATE: -1 %_ r t , -k-s PERMIT CLERK INITIAL: `