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WS-13-2361XN BUILDING Miami Shores Village J- Building .Department OCT 17 2013 Jam N.E.2n d Awnue. M iami Shores. Florida 33 13s BY � Tel: (305) 795.22W Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 i =' PERMIT APPLICATION Permit Ty Pe. $LT ING FB% 20 Permit No. Master Permit No. �i '� U 171l-1aft0 , JOB ADDRESS: 3?—z—y w g 3 5; -- City: I4iiami Shores County: Miami Dade Z.ily ✓? 3/6`y Is the Building Historically Designated: Yes NO -*00- Flocxl Zone: OWNER: Name ( Fee Simple Titleholder): zw �/hi�lr �ir/�G Phone* %AC 2V7 e y—w Address: 3 2 ifJ, City: ALL fids : 5;f9lll ,s Stae Tenant/Lessee Name: -,,V Plxmc# F.ntii I• CONTRACTOR: Company Nann:: Address: _S'7&e A,?4.4A' City: --,14�1 l s,„o w State: 14=17 zip, :13 a 73 Qualifier Name: �ZiS (��„�.`/ Pyne#: fCK ,?j2'l L Zd or State Certifictuion or Registration *: ssce / 3// -Certificate of Q-)mpetetx:y 4 : Contaet Phoneg: !OM 987 20 a Email Address:: mxy d 4266yzy . 0000 -0 - DESIGNER: d0 -0 -•DESIGNER: Arehitect/Fngineer: _ xff Plx111e4: Value of Work for this Permit: $ �� Z �Square/Linear Footage of'vVork: 2 Typeof%ork: UAdditnon Alteratiun 7New ORepair/Rept a OIhiwlition Description of `Fork:_izis -K-,p O✓ Color that tile: r;;[iJ):i;$)tL+CG)ttih$-[i-:$[$i titi?iD_t)jftn;: ix r_t tift�{{xt Ci T-jJ_'[ftp-s�'a'j;,):e Y�t)'g>:tle1\rte:): Qe Yir[i3):d)t l3 ki )�iiif,: 7)})h3iig{[M33)it 1Fr f{'i)?S iex fx YtH$-ti:[�)Y;x iit Y'_i )4 J'�ij rt i+a�)i¢ .submittal Fee's ! ` Permit Fee $ f ccr tieanninit Fee $ R.-Khm Fee $ DBPR $ Band Notary $ Trainin�Ecducatlrm Fee $ Double Fee $ ruetural Rexiew $ Techtv2tkogy Fee $ TOTA L FE E NOtt' DUE $ Botxling Company's Name (if ali'.4icable) ' Iie)ndit'tg Company s Address State Mortgage Lender's Name (if alq)licable) 0dz dk Mortgage Lender's Address City State zip lip Alif)lication is hereby made; to obtain a permit to (A) the work Lund insuglations as indicateel. I certify that no work or insttillatimi lis commenced i.vk)r to the issuatxe of a Ivnilit and that all work will be performed to meet the standards of ail laws regulating: constrtrtion in this jurisdiction. I miderstaml that a sei)arate rermit must be secured for ELECTRICAL WORK. PLUMBING. SIGNS. WELLS. P(Mg. WRNACES. BOILERS. HF-ATERS. TANKS atki AIR CONDITIONERS. ETC..... ONI NER'S AFFIDAVIT: I certify that all the foregoing intbrmation is accurate aid that all work will be ck)ne in coml)Iiance with all afy)licable laws regulating cm tw. ructk)n 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 vyith an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien late brochure will be delivered to the person whose property is subject toattachment. Also, a certified copy of the recorded notice of commencement must be posted at the jolt site for the first inspection which occurs seven (7) dors after the building permit is issued. lit the absence of such posted notice. the inspection it -ill not be appmwed and a reinspection fee will he charged. Signature. Owner or Agent The ti)regoing insmiment was acktnowledged before me this day of10m. by wtxi is personally known to me or wlx) hits t_v(Attced 'D % A.s identification and who diol take tui oath. Signature Cont r The foregoing instrument was acknowledged before me thio__ day of r) ®,i� 2B L . by 041z 13 TA - o1c.D$w , vvlx) is rsonally ktx)wn me or who has pmduced as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: i;+s5 a4 a4 Yx i}i43.J,t fixltx.$fi§>:tY:x+i:ttttJ:t iJl i:+#S+ {xi{r J>*t itxlti J't ll: J$fx7•�Y:t Jix kt r,61t ixixi§a:jf:+i:<ixi?xi?esarxit>;tyx a;:fgxJy,gt i43$gt Qxitrx sk r}ti Jit i?akx lM i49:a{:iKveix iy ik i4Tt iti$iis'x ytt r{s;Y:iJfx tic J,t J:: i4 Yx Jit Yti�titj iii ft Os T �� `d :11'1'RO�` I:I) HY I'l,un• 1: xwni tx rA >tnit>f: '�+trm:wz-at Rvv'icvv C'lirk !)-il(k?);MR:t'is,-d(x+H)2m,)t•?!IS`0`)i Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LIC CARD B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: i° � )5 � CITY BUSINESS ADDRESS:, I2 � � � �� i� I ti STATE ZIP CODE. BUSINESS PHONE: ael ) %' r6 FAX NUMBER ( V) d CELLPHONE( QUALIFIER'S NAME: Il ll��i o QUALIFIER'S LIC NUMBER: E-MAIL ADDRESS (IF APPLICABLE): Created on 3119109 BY MLDV 1 RV 3126109 MLDV A�..._.--- OP- CERTIFICATE OF LIABILITY INSURANCE UM DAT061301IYYYY) 613Q/13 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT. if the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certiflcate holder In lieu of such endorsement(s). PRODUCER-. 954-340-9551 INNOVATIVE- i UWCE - CONSULTaNTS, INC -. 954-344-9456 6461 UNIVERSITY DRIVE, #103 CORAL SPRINGS, FL 33067 BARRY S.GOLDSTEIN N TACT PNaxE L:.:... Fix. _ - t Arc No Wo ADDRESS: CROTUCER lo,.,D&DAL-1 INSURERS AFFORDING COVERAGE NAIC d INSURED 700 ALUMINUM DISTRIBUTORS 5 5700 WASHINGTON STREET HOLLYWOOD, FL 33023 INSURER A:SCOTTSDALE INSURANCE COIRPS 41297 INSURER B: NATIONAL TRUST INSURANCE CO 20141 INSURER C: FCC) COMMERCIAL INSURANCE CO. 33472 INSURER D INSURER E INSURER F: THIS IS TOGERTiFYTHAT -THE PCML IES'OF'INSURANCELISTEDBELOWHAVE"BEENISSUED'TOTHEINSURED'1VPiMED'ABOVEFCR'THEPOLICY'PERMD' INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR -OTHER DOCUMENT' WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORQFn RY THF PnI Ir:IFs nrar:RIRFn HFRFIN IS StHUFCT To ALL THF TI -RMS t_JCCLUSIUNS AND UUNUITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. NT R LR TYPE OF INSURANCE AWL IMM -4 jm POLICY NUMBER POLICY EFF WWOONYYY1 POLICY LIMITS GENERAL LWIL ITY EEACHX $ 4;110,00 E 4 COMIMRM GENERAL LIABILITY CLANS -MADE a OCCUR X BLKTADDL IVSD CPS1743264 05/09113 06/09114 To IMU o 0 IBES Epiocoarrence $ 100,00 MED EXP (AMf OM PRMON $ 610 PERSONAL,&ADV INJURY $ 10010 X BLIT WAIVER GENERAL AGMEGATE $ 2,000,000 GEN'LAGGREGATELIMITAPPLIES PER: POLICY PRO- El LOC PRODUCT'S -COMPIOPAGG $ 21000,0 3 3 `AUTiiMO$il E l IABB IIY X ANYAMO ALLOWNEDAUTOS SCHEDULED AUTOS X HfI DAUT03 CA0013809 5 06108/13 ' 06108114 Co1aBwEDsINrE.ELanR s .: 300,0.,., (Faactlderit) 00 SODILYDWRY(Perpersm,) $ BODILY IN MY(Per accNent) $ PROPERTY DAMAGE $ (PgseddeM X NON-OWNEDAUrDS $ s UM8RE�! 9 LtAB EACH OCCURRENCE $ EXCESS LIAR MADE AGGREGATE $ DEDUCTIBLE $ $ RETENTION S . WORKEIt6COMPENSAMON' . AND EMPLOYERS' LIABILITYI ANY PROPRIETORFARTNF_ JFXECUTTVE YIN OFFtCERAIEMBER EXCLUDED? El (Mandatory In NH) U� �s, desetibe ttrlder DESCRIPTION OF O RATIONS helwv MIA 56539 06/09113 _.... :. 06/09114 ., iNCigTATk1-. ..X OTFt• ... TORY UAW& ER E.L. EACH ACCIDENT $ £00,00 ELL DISEASE - FA EMPLOYEE $ 500,00 E.L. DISEASE - POLICY LlMrr $ 500,00 CONT $426,266, RCV GPDOOSS42 6 06108n3 06/08/14 BUS INC $100,000 1000 DED, EXCL W&H ,SCRIPTION OF OPERATIONS I LOCATIONS r VEMCLES (Attach ACORD 101, Addiffmal Remarks Schee, U more space Is requked) i4-987-2209 MIAMI -6 SHOULD ANY OF THE ABOVE DESCRIBED- POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN MIAMI SHORES VILLAGE ACCORDANCE NTH THE POLICY PROVISIONS. BUILDING DEPARTMENT ?0050 NE 2 AVENUE AUIMRZED REPRESENTATIVE MIAMI SHORES, FL 33132 ®1988-2009 ACORD CORPORATION. All rights reserved. LORD 25 (2009/09) The ACORD name and logo are registered marks of ACORD IHSS DCCUinEN7 HA A COLORED BAC,KGROUPSD • R9lCROPRINTING • LINEMARKI PATENTED PAPER DATE B%TCH NUi4"BER BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 3330148.95 - 954-831-40DO VAUD OCTOBER 1,2013 THROUGH SEPTEMBER 30,2014 Business NQBA- D & D ALUMINUM DISTRIBUTORS Owner Name: CHRISTOPHER PETER 0 NEIL Business Location: 5700 WASHINGTON ST HOLLYWOOD Business Phone: "Ipi 5;189-5613 BuSIt1eS8 T ALL OTHER TYPES CONTRACTOR YPe�(CERT SPECIALTY CONTRACTOR) Business Opened:05 / 07 / 2007 StdefiGWrdy%CerlfRe9:SCC 131149998 Exemption Code: Rooms seats Employees Mad ws Professionals 7 For Vending Busirass Only Number of Mechinew Tax Amount Trarsfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Bmward County and is non -regulatory in nature. You must meet all County anctAor Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has clanged or you have moved the business location. This receipt does not indicate that the business is legal or that his in compliance with State or local laws and regulations. Mailing Address: CHRISTOPHER PETER O NEIL 5700 WASHINGTON ST HOLLYWOOD, RL 33023 2013 -2014 Receipt 0034-12-00003497 Paid 09/18/2013 27.00 BROWARD COUNTY LOCALBUS(NESS'TAX'RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 333014895 - 954-831-4000 VAUD OCTOBER 1, 2013 THROUGH SEPTEMBER 30, 2014 Oak & D ALUMINUM DISTRIBUTORS Receipt At: 189-5613 Business Name: BUShIM Types ALL OTHER TYPES CONTRACTOR (CERT SPECIALTY CONTRACTOR) Owner Name. CHRISTOPHER PETER O NEIL Business Opened: 05/07/2007 Business Location: 5700 WASHINGTON ST State!county/CertJReq.SCC131149998 HOLLYWOOD Exemption Code. Business Phone: Roams seats Employees Maddnes Professionals 7 Tax Amount I Transfer Fee I NSF Fee Penalty Prior Years Colection Cast I Total Paid 27.001 0.001 0.00 0.00 0.001 0.00 27.00 Receipt 0034-12-00003497 Paid 09/18/2013 27.00 My Home `Midad.�r5 Show Me: Property Iniormaiion Search By: Select hem `� NText only Rpnnrt Hnmpstparl Fraud Frn er Apnra'spr Tax Fstimatnr Property Appraiser Tax Cnm arm icnn Fnrtahif S n H Calrulatnr Details: ailing THOMAS KROEGER idress: TARIN SMITHLINE 32 NW 93 ST MIAMI SHORES IFL Primary Zone: 0800 SGL FAMILY- 1701- 1900 SQ CLUC: 0001 RESIDENTIAL - SINGLE FAMILY CANADAY EXTENSION PB 1-71 LOT 6 LOT SIZE I Description: 75.000 X 101 OR 19816- 1308 05 2001 1 COC 26458-4881 06 2008 1 OR Occpccmant Infnrmnfinn- ear: 2013 2012 Land Value: $68,227 $55,032 Building Value: $124,777 $138,359 Market Value: $193,004 $193,391 Assessed Value: $193,004 $193,391 Exem tion Information: ear: _2013 2012 [Liam e0pn (1• $25,000 $25,000 YES YES Taxahlp Values Infnrmatinn- ear: 2013 2012 Applied Taxing Applied Authority: Exemption/ Exemption/ Taxable Value: Taxable Value: Regional : $50,000/$143,004 50,000/$143,391 Count $50,000/$143,004 $50,000/$143,391 Cit $50,000/$143,004$50,000/$143,391 I Photography - 2012 0 111 ft you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at wphmn¢fp r, Web Site © 2002 Miami -Dade County. All rights reserved. 0 ! Legend 4W Property Boundary *4v Selected Property Street 1040 Highway Miami -Dade County . Water 11 �m s m Ina m_Rl6&,NWwj Mr.. :lllrmr•Ttr.ltc oc CITY (%nDv 2010 FLORIDA BUILDING CODE/ASCE 7-10 WORST CASE DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDING For Buildings with a Mean Roof Height of 60 Feet or Less DESIGN PRESSURES FOR INTERIOR ZONES ('Zone 41 DESIGN PRESSURES FOR EXTERIOR ZONES Clone S1 Mean Root Tributary Area (sq. ft) Height Trlbut Area ary (sq. ft) (ft) 10 15 20 25 30 35 40 45 50 15 40.1 39.0 38.2 37.7 37.2 36.8 36.4 36.1 35.9 -43.4 -42.4 -41.6 -41.1 -40.6 -40.2 -39.8 -39.5 -39.3 16 40.6 39.5 38.8 38.2 37.7 37.3 36.9 36.6 36.4 -44.0 -43.0 -42.2 -41.6 -41.1 -40.7 -40.4 -40.1 -39.8 17 41.1 40.0 39.3 38.7 38.2 37.8 37.4 37.1 36.8 -44.6 -43.5 -42.8 -42.2 -41.7 -41.3 -40.9 -40.6 -40.3 le 41.6 40.5 39.7 39.1 38.6 38.2 37.9 37.5 37.3 -45.1 -44.0 -43.3 -42.7 -42.2 41.8 41.4 -41.1 -40.8 19 42.1 41.0 40.2 39.6 39.1 38.7 38.3 38.0 37.7 45.7 -44.6 -43.8 -43.2 42.7 -42.2 41.9 41.5 -41.3 20 42.6 41.4 40.6 40.0 39.5 39.1 38.7 38.4 38.1 -46.2 -45.0 -44.2 43.6 -43.1 -42.7 -42.3 42.0 -41.7 22 43.4 42.3 41.5 40.8 40.3 39.9 39.5 392 38.9 -47.1 -45.9 -45.1 -44.5 -44.0 -43.6 -43.2 42.8 42.6 24 44.2 43.1 42.2 41.6 41.1 40.6 40.2 39.9 39.6 48.0 -46.8 -46.0 45.3 -44.8 -44.4 -44.0 43.6 -43.3 26 45.0 43.8 42.9 42.3 41.8 41.3 40.9 40.6 40.3 -48.8 -47.6 -46.8 -46.1 45.6 -45.1 -44.7 -44.4 -44.1 28 45.7 44.5 43.6 43.0 42.4 42.0 41.6 41.2 40.9 -49.5 -48.3 47.5 -46.8 -46.3 -45.8 -45.4 45.1 -44.8 30 46.3 45.1 44.3 43.6 43.0 42.6 42.2 41.8 41.5 -50.3 -49.0 -48.2 47.5 47.0 -46.5 -46.1 -45.7 -45A 32 47.0 45.7 44.9 44.2 43.6 43.2 42.7 42.4 42.1 -51.0 -49.7 48.8 -48.2 47.6 -47.1 -46.71 46.4 -46.0 34 47.6 46.3 45.4 44.7 442 43.7 43.3 42.9 42.6 -51.6 -50A 49.5 48.8 48.2 47.7 -47.3 47.0 -46.6 36 48.2 46.9 46.0 45.3 44.7 44.2 43.8 43.4 43.1 -52.2 -51.0 50.1 49.4 -48.8 48.3 47.9 47.5 472 38 48.7 47.4 46.5 45.8 452 44.7 44.3 43.9 43.6 -52.8 -51.6 -50.6 -49.9 49.4 48.9 -48.4 48.1 -47.7 40 49.2 47.9 47.0 46.3 45.7 45.2 44.8 44.4 44.1 -53.4 -52.1 -51.2 -50.5 -49.9 49.4 49.01 48.6 48.3 44 50.2 48.9 48.0 47.2 46.6 46.1 45.7 45.3 45.0 -54.5 -53.2 -522 -51.5 -50.9 -50.4 -50.0 -49.6 -49.2 48 51.2 49.8 48.9 48.1 47.5 47.0 46.6 46.2 45.8 -55.5 -54.2 -53.2 -52.5 -51.8 -51.3 -50.9 -50.5 -50.1 52 52.0 50.7 49.7 48.9 48.3 47.8 47.3 46.9 46.6 -56.4 -55.1 -54.1 -53.3 -52.7 -52.2 -51.8 -51.4 -51.0 52.9 51.5 50.5 49.7 49.1 48.5 48.1 47.7 47.3 -57.3 -55.9 -54.9 -54.2 -53.6 -53.0 -52.6 -522 -51.8 60 53.6 52.2 51.2 50.4 49.8 49.3 48.8 48.4 48.0 -58.2 -56.8 55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 Mean Roof Tributary Area (sq. ft) Hel ht (ft) 10 15 20 2S 30 35 4o 45 50 15 40.1 9.0 38.2 37.7 37.2 36.8 36.4 36.1 35.9 -53.6 -51.5 -50.0 -48.9 -47.9 -47.1 -46.4 -45.8 -45.2 16 .6 39.5 38.8 38.2 37.7 37.3 36.9 36.6 36.4 -54.4 -52.2 -50.7 -49.5 -48.6 -47.7 -47.0 -46.4 -45.9 17 41.1 40.0 39.3 38.7 38.2 37.8 37.4 37.1 36.8 55.1 -52.9 -51.4 -50.2 -49.21 48.4 -47.6 -47.0 -46.5 18 41.6 40.5 39.7 39.1 38.6 38.2 37.9 37.5 37.3 -55.7 -53.5 -52.0 -50.8 -49.8 -48.9 48.2 -47.6 -47.0 19 42.1 41.0 40.2 39.6 39.1 38.7 38.3 38.0 37.7 -56.4 -54.1 -52.6 -51A -50.4 -49.5 -48.81 48.1 -47.6 20 42.6 41.4 40.6 40.0 39.5 39.1 38.7 38.4 38.1 -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 -49.3 48.7 48.1 22 43.4 42.3 41.5 40.8 40.3 39.9 39.5 39.2 38.9 -58.1 -55.8 -54.2 -53.0 -51.9 -51.1 -50.3 -49.6 -49.0 24 44.2 43.1 422 41.6 41.1 40.6 402 39.9 39.6 -59.2 -56.9 -55.2 -53.9 -52.9 -52.0 -51.2 -50.6 -50.0 26 45.0 43.8 42.9 42.3 41.8 41.3 40.9 40.6 40.3 -60.2 -57.8 -56.2 -54.9 -53.8 -52.9 -52.1 -51.4 -50.8 28 45.7 44.5 43.6 43.0 42A 42.0 41.6 41.2 40.9 -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 30 46.3 45.1 44.3 43.6 43.0 42.6 42.2 41.8 41.5 -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52A 32 47.0 45.7 44.9 44.2 43.6 43.2 42.7 42.4 42.1 -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 34 47.6 46.3 45.4 44.7 44.2 43.7 43.3 42.9 42.6 63.7 -61.2 -59.4 -58.0 -56.9 -56.0 -55.1 -54.4 -53.8 36 482 46.9 46.0 45.3 44.7 44.2 43.8 43.4 43.1 -64.5 -61.9 -60.1 -58.7 -57.6 -56.6 -55.8 -55.1 -54.4 38 48.7 47.4 46.5 45.8 45.2 44.7 44.3 43.9 43.6 -65.2 -62.7 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 40 49.2 47.9 47.0 46.3 45.7 45.2 44.8 44.4 44.1 65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.11 -56.3 -55.6 44 50.2 48.9 48.0 47.2 46.6 46.1 45.7 45.3 45.0 -67.3 -64.6 -62.7 -61.3 -60.1 -59.1 -58.2 -57.4 -56.8 48 51.2 49.8 48.9 48.1 47.5 47.0 46.6 46.2 45.8 -68.5 -65.8 -63.9 -62.4 -612 -602 -59.3 -58.5 -57.8 52 52.0 50.7 49.7 48.9 48.3 47.8 47.3 46.9 46.6 -69.7 -66.9 -65.0 -63.5 -622 -61.2 -60.3 -59.5 -58.8 52.9 51.5 50.5 49.7 49.1 48.5 48.1 47.7 47.3 -70.8 -68.0 -66.0 64.5 -63.2 -62.2 -612 -60.4 -59.7 53.6 52.2 51.2 50.4 49.8 49.3 48.8 48.4 48.0 -71.8 -69.0 -67.0 65.4 64.1 -63.1 62.1 61.3 60.6 General Notes I These tables list allowable pressures (W,0, given as 0.6aWwu where Wa is the wind pressure calculated in accordance with Chapters 26 and 30 of ASCE 7-10 using the ultimate design wind speed (Vu k) and the variables given herein. 2 These tables are not valid as a site-specific drawing 3 These tables apply to walls and vertical surfaces only. 4 Use of these tables, and the values and coefficients listed herein is to be dictated and verified by the governing building department and permit holder. 5 These tables are intended solely to illustrate design wind pressures as listed No other warranty or certification is intended or applicable. 6 This document is the work and property of Emma T. Mellinger, P.E., and shall not be reproduced in whole or in part without her express written consent ULTIMATE WIND SPEED (Mph) = 175 EXPOSURE CATEGORY = 1C, Tables are vaffd for fhe fo0owlna condillons onM I Wind Speed, (V,a, 3 -second gust) = 175 mph 2 Risk Category: II (Cenral Residential and Commercial Construction). 3 Exposure Category C 4 Topographic Factor (Kzt): 1.0 (Flat Terrain) 5 DirectionalityFactor(Kd):0.85 6 For situations requiring Kd=1.0, multiply the values in there tables by 1.18. Verify Kd requirements with local building official and product approvals before use. 7 Enclosed Building: Gapi = 0.18 Co wA an Enalneer for am other condlRons Inshve8ons 1 Tables show the 'worst one design pressures, with arty unknown variable at its critical condition. 2 Tables aro valid for any roof slope. For reductions for roof slopes lass than 10 degrees, consult Engineer for site spe,citc analysis. 3 Calculate the average roof height Ifaverage cannot be determined, use the peak roof height Bound up the roof height to the nen highest table value. 4 Calculate, the tributary area (length x height) ofthe opening in question. Round the tributary area down to the next smallest table value. the tributary area is unlmown, use the most critical value (10 square feat). 5 Area between structural mullions shall be used as tributary area 6 Determine the Zone, (Interior 4, or Exterior 5) ofthe opening. An opening with any portion closer than distance "a" to a building comer shall be, considered in an Exterior Zone (5), otherwise if all ofthe opening falls more than distance "a" from a building comer, the opening shall be considered in an Interior Zone (4). 7 Distance "a," as rafared to above. shall be calculated as the smaller of 10"/6 ofthe minimmn building width or 40% of the height, but not less than 3 feat 8 Read the worst case positive and negative design pressures for use as required by governing building deparanent t MIAMI•DiADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE Town & Country Industries A division of ABC Supply Co., Inc. 400 West McNab Road Ft. Lauderdale, Florida 33309 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miaaddadoao-YAuftding 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 RER- 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. RER 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.050" (min.) Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 08-351, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Knezevich Associates Consulting Engineers, dated September 01, 2008, last revision #1 dated October 21, 2011, signed and sealed by V.J. Knezevich, P.E. on October 21, 2011 bearing the Miami -Dade County Product Control Revision stamp with the notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile impact Resistant LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, Miami, FL or Tampa, FL and the following statement: "Miami -Dade County Product Control Approved", and NOA number, per TAS -201, TAS -202, and TAS -203, 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 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 # 10-0929.04 and consists of this page 1, evidence submitted pages E-1, E-2, & E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. —C t 17' fv4w'w '"" Expiration Date: 11/16/2015 Approval Date: 09/06/2012 Page 1 Town & Country Industries A division of ABC Supply Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #00-0809.03 A. DRAWINGS: 1. Drawing Number 00-159, titled " 0.050"Aluminum Storm Panel' ; sheets I through 6 of 6, prepared by Knezevich & Associates, dated August 1, 2000, last revision #1 dated October 26, 2000, signed and sealed by Y. J. Knezevich, AE. B. TESTS: 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test on 0.050" aluminum storm panels, prepared by Construction Testing Corporation, Test Report No. CTC 00-028 dated 0612812000, signed and sealed by Christopher U. Tyson, P. E. C. CALCULATIONS: 1. Comparative Analysis and Anchor Analysis, dated 0711212000, pages I through 56, prepared by Knezevich & Associates, Inc., signed and sealed by V. J Knezevich, P.E. 2. Comparative Analysis, dated 1012612000, pages 1 through 3, prepared by Knezevich & Associates, Inc., signed by V. J. Knezevich, P.E. D. MATERL43L CERTIFICATION: 1. Mill Certffled Inspection Report of coils, for Aluminum Alloy 3004-H34 by Jupiter Aluminum Corp. with physical properties. 2. Certfed Tensile Test Report by Certified Testing Laboratories, Report No. CTL - 592F dated 0612612000, for Aluminum Alloy, signed and sealed by Ramsh Patel, P. E. 2. EVIDENCE SUBWMD UNDER PREVIOUS APPROVAL # 03-0421.13 A. DRAWINGS 1. Drawing No. 03-259, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Knezevich & Associates, Inc., dated April 04, 2003, last revision 91 dated September 23, 2003 signed and sealed by Y.J. Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSOURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. EWY A. Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 12-0406.08 Expiration Date: 11/16/2015 Approval Date: 09/06/2012 E-1 Town & Country Industries A division of ABC Supply Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 05-0713.03 A. DRAWINGS L Drawing No. 05-353, titled " 0.030" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Thornton-Tomasetti Group, dated June 29, 2005, last revision #0 dated June 29, 2005 signed and sealed by YJ Knezevich AR B. TESTS 1. None. C. CALCULATIONS 1. Anchor Analysts, dated June 15, 2005, 39 pages, prepared by Thornton-Tomasetti (Troup, signed and sealed by V J Knezevich, P.E. D. QUALITY ASSOURANCE 1. By Miami -Dade County Building Code Compliance Cfce, E. MATERIAL CERTIFICATIONS 1. None. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #09-0114.05 A. DRAWINGS 1. Drawing No. 08-351, titled " 0.050'° Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Knezevtch Associates Consulting Engineers, dated September 01, 2008, signed and sealed by V.J Knezevich, P.E., on September 03, 2008. B. TESTS 1. None. C. CALCULATIONS 1. Anchor Analysis, dated September 09, 2008, 19 pages, prepared by Knezevich Associates Consulting Engineers, dated September 01, 2008, signed and sealed by V.J. Knezevich, P.E., on September 03, 2008. D. QUALITY ASSOURANCE 1. By Mtami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. SafmiA.1Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 12-0406.08 Expiration Date: 11116/2015 --_ A0 rp oval Date: 09/06/2012 E-2 Town & Country Industries A division of ABC Supply Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 10-0929.04 A. DRAWINGS 1. None. B. TESTS 1. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test on 0 050" Aluminum Storm Panels, prepared by Hurricane Test • Laboratory, LLC, Test Report No. RTL 0353-0804-10, dated 0910712010, signed and sealed by Vinu J. Abraham, P.E. C. CALCULATIONS 1. None. �}. QUALI'T'Y ASSOURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 08-351, titled " fi 050" Aluminum Storm Panel ", sheets I through 6 of 6, prepared by Knezevich Associates Consulting Engineers, dated September 01, 2008, last revision #1 dated October 21, 2011, signed and sealed by V J. Knezevich, P.E. on October 21, 2011. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSOURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources, E. MATERIAL CERTIFICATIONS 1. None. F. OTHERS 1. FBC 2010 edition compliance letter, prepared by Knezevich Associates Consulting Engineers, dated February 10, 2012, signed and sealed by V J. Knezevich, P.E. my A. Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 12-0406.08 Expiration Date: 11/16/2015 nom»n�-__ E-3 LABEL LOCATION ITYPJ 7" W NOTE No 10 1200" COVERAITE ,� 14,37V O STO�� SCALE, 9" m 170" 'j�Iil •.975" R II .215' 1,00" MIN."MIN. B.00" MAX. 23 "/4- 0 MACHINE .082 60 .00" MAX.A JO 1/4-20MACHIJE C 12" OTun 07" o .094• T P. D) a0 4 T � .10 0" COVERAGE L A 2 97 7 " "" BUU WORM P •h' HEADER •U' HEADER D OUT °UHEADER • STUD ANGLE SPUD ANGLE .3" - 1'-0" OSCALE 3". 0• SCALE, 3" - T-0" 3a SCALE , 3" m r-0" ® SCALE. 3" 76" 78" .8 61 .190 .190' � .589"0 Ig0 .092" .177' 3" 442" 655' 0.090" fTYP.I � 0.090-( & rl 3a" M L 200" 1 Z--- " o OR Oa05� b0d9-T6 A� —b DIREC LEG TION WWACSAUXM _ KmoLE F G�FI OWO ®1 -T11ACK O BUR.D•OUT F•TRACK O'F" TRACK @ I ' ANGLE " TRACK , 9" - T-0" SCALE : HALF SIZE SCALE, HALF SRH SCALE: HALF SIZE SCALE . HALF SIZE SCALE . HALF SIZE 2 Y DURATION FACTOR C0: '46t/AS USHO PaHlN00� LAa 8Ui5W 4. POgRE 8�1pTE.�SPECff'IC�� % iC A,((� Yt�,� I�CLUDE INFORMATION S. VPI % j%F V4L NR fl � 5HALL COMPLY WI'T'H CHAPTER 6101E-25 G. VP TESEAEPROVALA-aFIWISMM AAR .SUMASLE tO BE APPLMD BY THE (CONTRACTOR LESS " 0 C. FOR SINN LOAST 2"0 ADS bRfiAT A S THAN 110 P.S.pp SEE gNCHOR SCHEDULE FOR ANY ACCEF+ ABLE ANCHOR) w U4" AX. 1 �VDE " MAX 0. 1 ALUM. ANGLC� - CLOSURE PIE E 1" x 2" x 0.125" MIN. TO 2" x S" x 0.125" MAX. EXISTING CONCRETE ��ex S��S��RM P��Sp HOLLOW CO CRETE BLOCK SCHEDULE -TABLE 1 TRAP MOUNT CLOSURE DETAIL ANCHOR F AAD BASSE E ��O�ELEVA% g{�n R ON TYPE C STRUCTURE SCALFa 7/4" r 1' - 0• —11iuTrcIR. Off aATxFi3Y ,Lh,PE 13.POR'"fi"'AND-"U"� IND CONTHTiO�hIHRE APPLIGABLe. EXCHAT TYPICAL VERTICAL ELEVATION SCALE. V4" m r - 0" C1t.hllDl3roleGe19IID1ePera09_ChD\V�Kt:�s9chtCAD2008lToxzymxLCOuntrPt08.3511R1•m bt06-351.0L* g, W/251=18:99:02 AM, Ledge, L:L0M, WWW ALUM. ANGLE ` CLOSURE PIECE 1"x2"x O -1w 2"x5"x0.125" IMAX. <�—, A COORO)�. If ON STINCONCRCONCRETE HOLLOW CO AMING BLOCK OR WOOD FRAMING WALL MOUNT GLOS�I RE DETAIL TYPICAL CLOSURE DETARS (PLAN) SCALE. 1-V2" - r-0" HURRICANE P OR OR arnunu � 2 1/4• MAX, P F. ~ EGLAZIII a 4 9 si 1/4" MAX. COlNA MOUNT 0M' ON 5 AL � a" . 1• - q" 1 0.060' ALUM NM STORM PANM EXISTING CONCRETE HOLLOW CONCRETE hLOCK OR V MAX, WOOD FRAMING ITYP. TOP AND BOTTONI--/ (STING CONCRETE 100W CONCCRETE hLOCK OR EXiSTIN1 MINco GLAZING R�Ep MACE ANgiOR SEE MIN. SCHEDULE FOR MAX STORM PA .` SPACING SEPARAR 3 1/4" MA PROM GLA; TABLE 2— a J y E81 a CLING 1 � ~ STORM PANEL SEPARATION PROM GLASS TABLE 2 MAX. 8OPRONALTOP MOUNTWO EI EEXCEEDALNgCHO f MACHINE BOLT WITH VAM9-�fi Lo.4E — `LEG ISIRECTION (TYP. TOP OBLIILO.OUT MOUNT MOUNT OCTIQN SCALE'-' OR OSTAILQE ePASSTMPSECJANCIIORSCBEDULE V4, -j r -9/4Z 4• . 1- O00 LLOW •0P17OR aT0 Ww aq O vD O• 4" 7" -12- /41 MAX. RE E ENEC�E�ANCHOR HOU.OWGCONCF " BRACE M1tl POR MAX WOOD PRAMINC OscSC ALE8 L 9 3' OiOR MOUNT ��C�ION BASS THRU° SEGTIOI� a" . 1' — o" � scALe� s" . 1• _ o" i CA%VX—VIa1WA M%T-'n-aiW--ZW M SIXIU 0O`08.3514Une, 1D/2"11 11--V PM, Wd , I., GM , wwpylMtliPR - m fig�g SCHEDULE ROR MAX SPACING THREE 1/4'Px MIN. 4'JV °F° TRncawlR�cr MOULT SECTION LOa4 0 COMAXA. WITH 7 3/4" BEDMCIA ©SCALES 9" . 1' - 0• INTO WOOD1-1/2" MEMBER WOOD TRUSS OR FRAMING MEMBER EMBEDMENT- E SHALL BEPERPEMVJLAR TO THE PANEL PACE XDTTINB STUCCO ^z FINISH OR PLYWOOD I SOFFIT a ng" MAX. 2"x5"x7/S" x CONT. ALUM. g #%x a/4" Iv c ANGLE OR 4" TEK SCREW'S J ALUM. PLAT T. FR12' O,C. BETWEEN io a TRUSSESPRODUCCREVE ZMAX EE MIN. 1 pSTOR PA ETAeR 6 Dnllding Coli° W Ammpm wNo THRU BOLTS .� .K NUT (8112" O.C. R, SEE DETAIL .-OxlsTnal; "J Rn �iLr'� l2 /41 MAX. RE E ENEC�E�ANCHOR HOU.OWGCONCF " BRACE M1tl POR MAX WOOD PRAMINC OscSC ALE8 L 9 3' OiOR MOUNT ��C�ION BASS THRU° SEGTIOI� a" . 1' — o" � scALe� s" . 1• _ o" i CA%VX—VIa1WA M%T-'n-aiW--ZW M SIXIU 0O`08.3514Une, 1D/2"11 11--V PM, Wd , I., GM , wwpylMtliPR - m fig�g WOOD ROOF TRUSS OR FRAMING MEMBER 1•x4" TTUBi EE rs�ua IE OR 0.060° O3. CBfUN018U1LUT MOUNT SUCTION1'-0 mx OR NOTBs USHOPD6fA1{.SHALL891NCONNNCf10NWRRAN -- 'R`'l" NUT IGALVANIZEDI or sruu • b• NE4DER OR• U • NEAOERTOP NIOIMT C -TRACK ASSEMBLY - INSIDE MOUNT QCs-YAA �ASSEM� BLY - (BLOW UP) @ C- SACK ASSEMBLY OS01MEMC VIEWI aL.NIDlProl�elNrotepmram caDlvncnarewchtr.AD�oneltmun_and_cauwyloe•3sfV�l-eubMe-�-osaw¢, io�zanosl li:s�:xa rN, � �i.�e, www.e.can •0x 4"LONG $8 STEEL kG SCREWS IC. MAX. WNH EMNSGEDMENT CSTx ['^ ALUM. 414 x 31V TEK SCREW goDSV6MAX m 6< PRODUyCrRGVISHD Dulldh*Ca�ewiWOm�PI¢mlQd�n �p AcaepmncCe�Naol� J�C !2e•!sr' $xpiagttoaDale b 9 O WOOD CEILING/ INSIDE MOUNT SECnON SCALE, 3" . T-0" A 5".I x O.OSS" b M0801 ALUMPI N GTOWd PANEL 1"M 2"OI ��2„: y LOCK OR 2",Jx 0.033" 4089-T8 x B” ALUN, TUBE © LogrsMDN n ©WALL MOUNT/ BUILD OUT SECTION SCALE, 3". P- 0" ®TYPICAL CORNER CLOSURE DETAILS O4AW O OPTIONAL INTERIOR FASTENING DETAIL SMOMET Q SCALES 1-V2" x 7-0" N.T G` CAO1vA0t�.eNch1CAD2008tTTovm mrtL,CmufM(IO-3b11R1-wbXM-3Sl4kft 10124rAll 11:SS:2S PM, Ledger, k1.02W -2" PASt�P PANEL SIGN LOAD MWP.S.P.) LE ASSEMBLY PRODUCT RBVL41I1 ascmoyimwftdwFb tde: c�ivo 2- •o$ s a D 1 ANCHOR fm summa MWAVV4NSp10@O= ANCRORTYPE IW) P". MAX 6'-0^ W -B,•12•4•• r Ew 1 6'-0" W -W, troll. 2 Ma CZANCE 1 --- 14 :14 a4 4" t e� IDN TYPE CONNECTION TVW MHE"MTYPE -CCNNgCTM TYPE CONNECTION TYPE 17 fa f1'4 :4 a 1! a e :4 18 3110 6 ;4 8 80W O1 9' 0'10 8" (81@HDTE1) ODStOi@4) ISSEOIaO1 !BE omill 1'0 11.4 8 4 f' it"4 ;S d 1'8' 1 1 C9 4 1: 4 C9 C7 C2 C3 C4 CS CT C2 C3 C4 CS C1 C2 C9 C4 CS C1 C2 CH C4 C8 toT TYP t8I um:17 CON tTHIN TYPE (WR01@1) ._.14;14,341.8.8..34:14114..615 33:14:4 4 1414,34;,14.14 &4,1434:14:32 14:12134:10,9 r E1M TAMbyyi yyy 6 1G8 34 1 14 1 12 • , 3 8;14.iaj8 7 ;10.8 ; 3 34,]gj14,39{16.14,19&14.,3?{14.74,.9 1 L4,:34 ;1; :20 14 . 0, 11a ! 8 . 7 14 9 1'2%Vpw 14 B `&1:itDmIWeNf41' 14 14 14,;,0.19 Id 19 14 yT 8 79;9 .7;19;8;8 1418114;10:9,14 S,;A%.;0:7,14.e�1}.,9110.0. 150.0 ,B 14 111114 8 It 1 1 . 1 - [24 8111 B 14'8 11 .7 0 8 118 17 11 9 1 1146 X11 6 4 0 8 1 0 49.0 14 I I I 14;11 A4 14114 4 !9 10 167 1 B 1 34 I16 14 14 14 10 14 111 4 10 14 10: & 14114,1;a+ III 70 S,7 16.14 14 B'7 147;];9.5 7 19;6 7S ;8 9 514 14 tri 114 14114 141414:12!10 .I4 14 ,14 14 111iili 14 7:318:7 W 8 13 0 Y 14 6 9 8'8 4 1 14 O t41414"d 'i 141 '71i'4 10714' 7 8 14' 8 *9 • 5 i 4 8 1 9 ' 8 , 4 '14 U ! 1A' iil' 0 14 8 19 •8 � S' IA' 6 19 WM7ft F016fR[Ot441 IBM 14 Br 1• %0' 141 6.5 19 1416'9.3 �4 14 8 I'S 9'6 1A'81f !816 14 8 10 :8 ;8 4[d 8, 6 'S / OR QE 9• ANCHOR fm summa MWAVV4NSp10@O= SCHEDUI RE08MMORVAf1�1H018tOH.lON18AHD8PA00 .4,11?6. 90.0 &414116;u9. q 1 14.114;.0 16, 10114 14.7 }A'10 14 @ 13 17 8.14.:7.&19. ;S .'4 8 18 B .9.4 �6 . 114,14�. A 9 14:10&&4 1 --- 14 :14 a4 4" t e� 84.0 ]Olio 4 5 19 7.904814 17 fa f1'4 :4 a 1! a e :4 18 3110 6 ;4 8 id 34' 19;74&10 I 10 17i1016130'14"7 14'85 0';S .f0 .9W. 9' 0'10 8" 6•-0- • Wp:O 11 '4 ; 6 14 19 1'0 11.4 8 4 f' it"4 ;S d 1'8' .14: f4 7 110 1018 f9"7 '10 0 18" 4: 7 ANCHOR fm summa MWAVV4NSp10@O= SCHEDUI RE08MMORVAf1�1H018tOH.lON18AHD8PA00 E LOAD M09.W.09E DISTANCE IWIPA _S Up O SP S Up O. .A S UP TO P.S.P. 6•-0- W.G. 12,-0,, ANCHOR TYPE MAX Im Nola I tt WE COUNNtOrlSN T 8 (MOTES) toT TYP t8I um:17 CON tTHIN TYPE (WR01@1) C 'c2'C114 C t:C2 CH C4'CS .CV.C2 C3'C4 CS r 78:0. 141.11404 1 t4 44 14 .14:111110 14 ,1.1, 14 8 1 90.0 14 14.; 18 14 14 14,;,0.19 Id 19 14 yT 8 72.0 .141.14! 4 14' 19 10 9 f0' 14314 r7 14112 14 . 6 � 8 14.111 1!,, 6 8 It 11 111 8 6 14 11114 *6 6. 150.0 ,B 14 111114 8 It 14 11 1418 6 14' iflii •6 i C] 49.0 50:0 l4 14: L0 11 9 1 1146 X11 6 4 0 8 1 0 +' ��1tpN T161tu T2.0 8440 .14114&14 l! 0 11 879'8 7. 1 4 7 5 '7 9 7 9 * r 43.0 50.0 14 141'14 4 11 1414.1419 11' 4 1 14 O t41414"d 'i 141 '71i'4 720 14 t4 l4 -9 '$ -f4 - 7 it d b f4 0� 9' B 4[d 8, 6 'S s• !..a.r, .a ...c1aa as .c:a.,..,aa1w ...r ,.c a .+ 12 11; 12:Ias12.12.11112 12111..17:.91 1'0.10. p,OWP9yHOR8; 0 SOA .1111:1'1 i173142I12�111i0431&.&£7 1'6 11.17;13:12;.1 1a.12.17,+2�10.12I9 1;9.it za e' ifj 1111;11'&0 � b-, glib, i"7" ;'3' 0 i 6 1 S `6`� .11,19 e1'..o'11'197`la, e; t'11;d.1i675'71'8'"8.,.8.3 _33 12", 1, ;7479 ,T.. N.7 s.11 8 1 III uuu��1 :j60p '32�'B 8'"8"'8' 13 8 ; 8 I'8'• 3 11 0 8 '8.3 7.' Q 8 7 1 18 •7 7 r 2. R H A TCpHgBgpNg [ 1 t4 $Tp �UgpTgEM]A��gg�g' 49.0 1A 14.14.14114 14,19X14 14 14 I9 9 A 14 7.. ' NESH�� NDB�E��srnNRur+ DT 50.0 14 14 14' 14114 14 34 114 114 114 14 10 4 p0 7&0 ' 14 _1'4' 14� 14' 14 14 SO 114'12 '9 0 2 ]i 9 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OP CONNECTION TYPE. j V14G. bN4• i .- I 1...... _ I.... 4. T @ Y E [ E OW T B CKpASEO�N ..... 7 flot,I� CpNCp� g Lp H 04.D _ _14 14: 14 14.17! 14 B •12 (11:0 W. 211 �9�h.E hOR PAQPLrR ANCHOR TYP O 7$6.0 10 14 '0 I1'• f1. f 1'Q"4 iif' 33'14 1'6 8'3. pq�N�CCEt{{ppppgg SHALL BH INSTALLED IN ACCORDANCE WITH MANUFACTURERS' R@CIIMh1END C'8'-• •43.0 SO 0. _ 01f7/1 ,11 11' 11. I . 8 8 . 7�.' 8 , 8.,$A' 8 . 4..9 • H �. MMIM EM EMBEDMENT �AND � EDGE OISTAN �E EXCLrRe Ey'SQQWALL +FINISH ,OR ST{TCN . w- m mm l-tn•It9 eao 4 Y 'n 8 g 7 8 A ; .B _ 5.. 9+. S // 8 :.5 , . B, 9. , 9•• 6u { �1�b AMA R N�6M06tSik`X�E� Tei@ i' N'd� 9.: 9. 5. 9.:8. e. M D R S �P Tdit, o eq��ft�;Q1 A,Sf6 0P g P�eR D T 9 4_9;0 4 14 I 1. ASF t !4 14:14.. 1,8. 11.4,0.7 .0. 8 ,51,4. I � � afi" OAT 10. nh�tl aSOt AL' �tA � - SOA 1'4. 14r 14•'7'' 7 3..� tl A , 9 pcgtgi pEN App Wpg�AD0�M0w�'L�H1 V4!0 ttt01D1 q8 t 9 .8 + 6 g...4 :. S -g i/ 9 • $ r' .. B ✓�,,3' 4 A. 4 8 . S . A 8 3 • 4 •9. 8 3 .4. ; 9. 9. EAfJ LK Bt1L7j U. �ITHER A PPAN HEAD�TRUSS H AD TOR WAFER VI 1.114• •150.0 IT'J/ 0 .' 9 +/ 6 9•" f 6' 6 8 8 3 4, 3 8 3 -4 .3 6 S ,4 :3 49.0 I 1 t i 7 4 14:1 1 4 ; 110' 8 7 10. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 56.0 14 74• S':"4 'fO;"8"19; 9 ' 7" p. lb'id !4'12"1'a R "4''14 6._'.&" 13 S d . 5' ii. • ogggglGNg7EB ANCH�gB HIGH pq REMOVABLE BY REMOVING MACHINE • 72.0 191 BIG! H j 8 1 •'8'1 4 f 7 + 8 I' 1 ... LPNEW, NUT OR W ASHERED WINGNU . %� 14 9' 14 8"7 11.4'7"8 4 11413 1 S V4'1 t•tR 64.0 . 81' 6 _ 9'' 3 '7 %% B' 'T f 9 14 7 ' 14' `'8 11' 6'- 3' • 3 :4- if 4 , 5 ' 5 ' 4 ' 72. All POINTS SOLID SET AND POWERS CALK -O4 ANCHORS MAY ONLY BE USED "' 0 ' 7 '0 7 8 T 8 '11' 4 "5 " S • 4 11 `'A 1T;5'!4 ' 11'14 B '1 •4 IN CONCRETE WALLS, MLOW CONCRETE BLOCK WALLS OR CONCRETE SLABSDmw 43:0 ! 1 f] 14, 16119' 8 74:7 '14 8 18 1 •19 ; M91 a 0 8 1 OFFNO0(��OIEAOE. Fam5.8 KS4 FOR I7W ._._ _..._...aT.......,......" P..._ .. _..... .-... _ I - 3 3' TApCO�NC, CONCRETESTRENGTH,FOa�23KK FOR ALL OTHERS CONCRETE _50.0 1 14I 101 11 9 _74.11114' 8 : 8 24:0120.k ¢ 14 Id"10"'16' it A 11'' WIG � $` zb' f 131' 7 "'6 STR£NO1H, Fo<= 3 KSI. •'' � RR4{ 42.0 ]111aB:8 13'5 6.5,4387 5 4 161214"10:6 34' 6' 0'7•`6'14'5.7'7;3' 4EMUE t 4 •64A..Y. 8� 74' $i f U' s •.7 ...5 i 4 19' 5 ' 7 •�S j A- 1'A "9 '.74 `'9 ' T ib" 5 ;'r ' 1 "5 14'15 ' 7 '1 •'9 PRODIICYREVISITD V4.lO8til� ..._4 . 3 .... Da cmnpiyll7gwith13a 11tOtidO . 1809 S' y,.9: 4 fI•'•34 .1.._ 4., A a4' 9" 7...5 I0' 14 5 8...7 ;`5 16..51'.7...7, 5" 24'.5 ; 7' "7 '`5' : I RHRdWScl e * 43.0 : 1 AacO0lance No • �'p R if R 64 0 1 `8 f 7Y. $ 14' BTg .. g .,A ...9 19 9 "S• II 7 9. 7a' 8 113' �9� 9 3:5...4 _3.. `Y4 3_.4_ 3 - lOnl�tD 160.0 01 8.,.8`_.9•.8 0"3 S"4.3' 8'0.5.4'•3 9 3'0'4'8 9'.8.5..4.9. 8!518.4.9 f.`LOEDLPreJr�te1ME7101mre1e CADi1111Er1�/It371CAD7�8\Town,sRq_Oot61b1�68.391181-eub\08.351.OS.dwO,10)14/201111s8b9 PM, I�tger, 15190331, TNy1gt�pefet0.wm 9 FSA a TAM 1 NOT85t A MAX. ALLOWABLE slTc�as�u �f� i H�i'tJo B�A� ANS g STORM PANEL & 5 O�1pOAD pBpE�T E �U��p�TgEpDp�VIAAL% L SPAN SCHEDULE MAVMSED TO DETERS ALOWABLE SPANS.N B TTgARIA 2{� NOpTHgt�,g y�7�{ pig TT pp ��pp 1 OI A� MIM STORM SNOTTIER SEPAIRATtONROM CsL0llDARI•eubVII-351-00.dw0,101141= 11:57:54 PN, Ledger, L•102331, (FT - IN) PRODUCTROVISM) MINIMUM STORM PANEL SEPARATION FROM GLASS 1• �• ' COL 2 POSITIVE ACTUAL MIN. POR ALL MIN. SEP. FOR ALL DESIGN LOAD IW) SPAN ILI INSTALLATIONS LESS INSTALLATIONS GREATER (P.S.P.) (PT - IN) THAN 30' ABOVE GRADE THAN 30' ABOVE GRADE (INCHES) (INCHES) 40A 8-B a 2- 3- .8 _ • /2 p 9-10 3-1 8-e 2;-2/4 _g 3-V4 4-0 3 1-1/2 70.0 8-8 3 4-0 -1/ 80.0 4-0 1-1/2 8-4 t10.0 4-0 3 7-0 4-0 1-1/2 7-3 2-1/2 110A 4-0 9 1-1/2 6-8 2-3/8 12U 3-0 Ply 6-4 2- 4 TAM 1 NOT85t A MAX. ALLOWABLE slTc�as�u �f� i H�i'tJo B�A� ANS g STORM PANEL & 5 O�1pOAD pBpE�T E �U��p�TgEpDp�VIAAL% L SPAN SCHEDULE MAVMSED TO DETERS ALOWABLE SPANS.N B TTgARIA 2{� NOpTHgt�,g y�7�{ pig TT pp ��pp 1 OI A� MIM STORM SNOTTIER SEPAIRATtONROM CsL0llDARI•eubVII-351-00.dw0,101141= 11:57:54 PN, Ledger, L•102331, (FT - IN) PRODUCTROVISM) 1• �• ' asaaaptylogtvUblleslgotida ' polding Code � Mima Dao u ,oatro� / , 'MIAMI- MIAMI-DADE•COtIkY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, 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) www.miamidade.Sovt�eral T. M. Windows, LLC. 601 N.W. 12* Ave. Pompano Beach, FL 33069 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 Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11605 " Single Hung Aluminum Window (reinforced) APPROVAL wcumENT: Drawing No. W06-34 Rev E., titled "Series 605 Aluminum Single Hung WDW.(LMI) ", sheets 1 through 7 of 7, prepared by Al-Farooq Corp., dated 04-24-06 and last revised on APR 25, 2012, signed and sealed by Javad Ahmad, 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. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Exception: Glass type I (sheet 4) is not approved for Small Missile Impact Rating & shall not be installed above 30' above the grade. 2. See Design Pressure Ratings size VS glass type and reinforcement type in sheet 2. All United installed with optional Fin -mount are limited to max Dp = +/- 61.0 psf. LABELING: Each unit shallbear a permanent Iabel 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 & renews NOA # 09-0604.24 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. Nn� a COU NOA No 12-0213.05 j ------_____-- _ _ _-_ - -.---- Expiration Date: July 05, 2017 Approval Date: May 03, 2012 ��e� Page 1 T. M. Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 09-0604.24) 2. Drawing No. W06-34 Rev E., titled "Series 605 Aluminum Single Hung WDW.(LMI) ", sheets 1 through 7 of 7, prepared by Al-Farooq Corp., dated 04-24-06 and last revised on APR 25, 2012, signed and sealed by Javad Ahmad, P.E. B. TESTS (transferred from file # 09-0604.24) 1. Test report on 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Large Missile Impact Test, TAS 201-94 4) Cyclic Loading Test, per TAS 203-94 along with installation diagram of an aluminum Single Hung window, prepared by Fenestration Testing Laboratory Inc., Test Report No. FTL-5439 dated 12-10-07 and FTL-5742 dated 01- 22-09, both signed and sealed by Michael S. Wenzel, F.E. 2. Test report on ('Transferred from file # 07-0404.04) 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per TAS 202-94 4) Large Missile Impact Test, TAS 201-94 5) Cyclic Loading Test, per TAS 203-94 along with installation diagram of an alum Single Hung window, prepared by Fenestration Testing Lab Inc., Test Report No. FTL-3975 dated 10-22-03, FTL-3755 dated 03-24-03 and FTL-4514 dated 01-25-05, all signed and sealed by Edmundo Largaespada, P.E. 3. Additional test report No. CTL.A-416W dated 04-11-00 issued by Certified Testing lab w/ addendum. letter Jan 22, 2002, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS 1. Anchor Verification calculations complying w/ FBC 2010, prepared by AL-Farooq Corp. , dated JAN 18, 2012, signed &sealed by Javad Ahmad, P.E. - 2. Anchor Verification Calculations & comparative analysis complying w/ FBC 2007, prepared by AL-Farooq Corp. , dtd 05-15-09, signed &sealed by Arshad Viqar, P.E. (file409-0604.24). 3. Glazing complies w/ ASTME-1300-02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/16. 2. Notice of Acceptance No. 12-0130.01, issued to Cytec Industries Inc. for "Uvekol S laminated glass interlayer ", expiring on 02/08/2014. F. STATEMENTS 1. Statement letter of conformance FBC 2010 and letter of no.financial interest, prepared by Al- Farooq Corporation, 01/13/12, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance FBC 2007 and leiter of no financial interest, prepared by Al- Farooq Corporation, dated 05/28/9, signed and sealed by Arshad Viqar, F.E. (file # 09-0604.24) 3. Lab compliance as part of the above referenced test report G. OTHER 1. This NOA revises & renews NOA # 09-0604.24, expiring on April 21, 2016. 2. Test proposal # 07-3765 approved by BCCO dated Feb. Oft, 207. ) rG aG, !• �tN Ishaq L Chanda, P.E. Fr—oduct UontrolExaminer NOA No 12-0213.05 Expiration Date: July 05, 2017 Approval Date: May 03, 2012 E-1 { TMSHUTTERS ARE NOTARE RQNTERDEDIM FOR LARGE &SMALL MISSILE T. DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). IBY OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TOMETAL SCREWS; THAT COME INTO CONTACr WITH OTHER DISSIMILAR MAT KS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. TYPICAL ELEVATION EQUAL LITES (SEE DESIGN CAPACITY CHART) 53 1/8" TYPICAL ELEVATION WITH OPTIONAL FIN EQUAL LITES (LIMIT DESIGN CAPACITY TO ±61.0 PSF MAX.) eD WIDTH (FIXED) WINDOW WIDTH — 4.875" D.LO. WIDTH (VENT) WINDOW WIDTH — 5.375" D.L.O. HEIGHT = WINDOW HEIGHT/2 — 4.5" ' i736llUUC'( PCYI4QL �wM We PIe�IM . En4n JAV MI jkiAM T/aM J9 FL0. crlm8 5oss AP 5 2012 R R LAMINATED GLASS b INSUL. LAM. GLASS 191E. "''" LARGE MISSILE IMPACT ii., > k Zrowing no. a6-34 ( ) NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMS i�$!;lJ1ilY 1lte118A Daa t Dae • Cevlml DESIGN LOAD CAPACITY - PSF (WITH 9MEL REINFORCING) WINDOW DIMS, GLASS TYPE 'F' WIDTH HEIGHT EXT.(+) INT.(-) DESIGN LOAD CAPACITY - PSF (WITS ALUMINUM REINFORCING) 26" (4) 80.0 115.0 80.0 115.0 80.0 115.0 80.0 115.0 19-1/8' 26-1/2" 37' 53-1/8° WINDOW DIMS. GLASS TYPE 'C' GLASS TYPES D' & 'E' CLAN TYPE 'F'GLASS TYPE 'G'GLASS TYPE 'R'GUS TYPE 'I' GLASS TYPE 'J' WIDTH I HEIOW EXT.(+) INT.(-) EXL(+) 1M.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) iNL(-) EXT.(+) 1NT.(-) EXT.(+) JNT.(-) 19-I/8• 8040 115.0 70.0 70.0 61.0 61.0 5010 80.0 50.0 8Q0 1 80.0 80.0 80.0 80.0 80.0 50.0 26-1/2' 26" 70.0 70.0 61.0 61.0 BOA 80.0 80.0 80.0 80.0 80.0 8040 80.0 60.0 8a0 37' 63-1/8' (4) 70.0 70.0 81.0 61.0 80.0 80.0 80.0 80.0 Bal) 8040 80.0 80.0 80.0 80.0 70.0 70.0 B1A 61.0 8040 80.0 BOX 80.0 80.0 8040 90.0 80.0 80.0 80.0 19-1/8" 26-1/2' 38-3/8° 70.0 70.0 81.0 61.0 80.0 S0.0 80.0 BO.l) 80.0 80.0 80.0 80.0 1 80.0 80.0 70.0 7040 6/40 61.0 80.0 80.0 Sao 80.0 80.0 804 BOA 80.0 80.0 60.0 37° (4) 70.0 7040 0140 61.0 80.0 80.0 50.0 80.0 80.0 80.0 Sao 80.0 80.0 60.0 53-1/8' 70.0 7040 81.0 8110 504 80.0 1 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8• 70.0 7040 0110 61.0 80.0 Bao 80.0 80.0 80.0 Bao 80.0 80.0 80.0 60.0 26-1/2 X5/8, 70.0 70.0 61.0 81.0 80.0 80.0 80.0 80.0 80.0 6040 80.0 8Q0 80.0 80.0 " 70.0 6140 614 HMO BOX 80.0 80.0 80.0 8040 8a0 80.0 80.0 80.0 7040 70.0 5140 8140 80.0 80.0 80.0 80.0 80.0 804 80.0 80.0 80.0 80.0 61.0 61.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 26-1/2°5J8° 56- "0 7040 6140 6140 80.0 Sao 80.0 8040 80.0 80.0 SMO 80.0 80.0 80.0 37° (6) 70.0 70.0 81.0 6140 80.0 80.0 80.0 80.0 1 8040 1 8040 80.0 80.0 80.0 80.0 53-1/8' 1 7040 1 7040 51.0 OLD 1 80.0 80.0 80.0 80.0 80.0 8040 80.0 80.0 8040 60.0 19-I/e" 7040 70.0 61.0 614 8040 80.0 80.0 80.0 80.0 80.0 Sao 80.0 8040 8040 26-1/2' 83, 70.0 70.0 61.0 61.0 80.0 60.0 80.0 80.0 6040 80.0 S0.0 80.0 80.0 80.0 S" (6) 704 70.0 61.0 6140 80.0 80.0 80.0 W.0 80.0 8040 80.0 80.0 8040 8040 3-1 8/8' 704 7040' 61.0 8140 80.0 S0.0 80.0 SOA BOA Bao SOA 80.0 80.0 60.0 19-1/8' 70.0 70.0 61.0 BID 80.0 80.0 80.0 80.0 BOA zoo 80.0 80.0 BOA 80.0 z6 -1/z° 72° Tao 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 B0.o 80.0 Soo BO.o 37' (7) 704 70.0 81.0 81.0 60.0 80.0 80.0 6040 80.0 aO.O 80.0 80.0 80.0 80.0 53-1/8• - - 61.0 61.0 - - Soo 60.0 80.0 1 BOA 78.2 7&2 80.0 80.0 19-1/8' 70.0 70.0 61.0 61.0 80.0 80.0 80.0 SO.0 80.0 60.0 80.0 80.0 50.0 S0.0 26-1/2° 76-3/4" 70.0 70.0 61.0 6140 80.0 80.0 80.0 80.0 50.0 80.0 80.0 80.0 80.0 60.0 37' (7) 70.0 70.0 81.0 51.0 80.0 80.0 8040 80.0 SD.O 80.0 80.0 80.0 80.0 8040 53-1/8° 81.0 61.0 7740 77.6 80.0 80.0 749 74.5 80.0 8040 24' 70.0 70.0 81.0 814 80.0 1 80.0 1 80.0 804 SOO Sae 80.0 80.0 80.0 BOA 30• 70.0 70.0 61.0 61.0 80.0 80.0 80.0 804 80.0 80.0 80.0 80.0 80.0 80.0 36' 4a' 70M 70.0 1 61.0 61.0 80.0 60.0 80.0 80.0 Sao 80.0 8o o 60.0 8o o 80.0 42• 70.0 70.0 61.0 61.0 80.0 80.0 804 60.0 I Bao I 80.0 80.0 80.0 80.0 50.0 48" 70.0 70.0 61.0 6140 80.0 80.0 $0.0 80.0 80.0 80.0 S0.0 80.0 80.0 80.0 54° 7040 70.0 81.0 61.0 80.0 80.0 8a0 80.0 80.0 no 80.0 80.0 SOA BOA 24' 700 70.0 81.0 8140 80.0 SO.O Sao 80.0 80.0 80.0 80.0 80.0 80.0 80.0 30' 70.0 70.0 81.0 61.0 80.0 80.0 80.0 90.0 80.0 80.0 80.0 80.0 Box 80.0 36° 70.0 70.0 61.0 6140 60.0 80.0 80.0 80.0 80.0 80.0 80.0 S0.0 80.0 60.0 42• (0) 7040 70.0 61.0 61.0 60.0 80.0 80.0 Bao 80.0 80.0 80.0 80.0 80.0 80.0 4B' 700 7040 6140 6140 80.0 Me Bao 80.0 Bo.O 60.0 Bo.o Bao Bo.O 80.0 64° 70.0 70.0 61.0 61.0 80.0 80.0 80.0 Sao 1 50.0 1 80.0 80.0 8040 80.0 8040 24" 70.0 70.0 61.0 61.0 60.0 BOA 80.0 80.0 1 80.0 1 80.0 80.0 80.0 80.0 80.0 30' 70.0 70.0 61.0 61.0 8040 80.0 80.0 80.0 80.0 80.0 S0.0 80.0 8Q0 60.0 38° 72" 70.0 70.0 6140 81.0 50.0 mo 80.0 80.0 80.0 50.0 804 80.0 80.0 80.0 42' (7) 7040 70.0 61.0 01.0 80.0 8040 80.0 80.0 80.0 80.0 80.0 50.0 80.0 SO 48° - 814 6110 - 80.0 80.0 80.0 80.0 8040 an.0 80.0 80.0 54' - - 61.0 61.0 - - 79.1 79.1 79.1 79.1 769 76.0 78.4 78.4 24" 70A 7040 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 1 8Q0 30" 7Q0 70.0 1 6140 61.0 8040 80.0 80.0 Bao 80.0 80.0 80.0 80.0 80.0 80.0 36'" - - 81.0 81.0 - - 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 42' (8) - 8110 81.0 80.0 80.0 80.0 80.0 804 80.0 80.0 80.0 48' - - B1A BIA BOA 80.0 1 80.0 80.0 779 77.5 80.0 Bal) ( ) NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMS i�$!;lJ1ilY 1lte118A Daa t Dae • Cevlml DESIGN LOAD CAPACITY - PSF (WITH 9MEL REINFORCING) WINDOW DIMS, GLASS TYPE 'F' WIDTH HEIGHT EXT.(+) INT.(-) 19-1/8' 26-1/2' 37" 53-1/8" 26" (4) 80.0 115.0 80.0 115.0 80.0 115.0 80.0 115.0 19-1/8' 26-1/2" 37' 53-1/8° 38-3/B, (4) 80.0 115.0 80.0 115.0 80.0 1 115.0 80.0 1 115.0 19-1/8' 28-1/2" 37" 53-1/8' 90-5/8,. (5) 80.0 115.0 8040 115.0 80.0 115.0 80.0 115.0 19-1/8' 26-1/2'X5/8, 37 53-1/8" {6) S0.0 118.0 80.0 115.0 80.0 115.0 80.0 115.0 19-1/8' 26-1/2" 37' 53-1/8° By (6) 80.0 115.0 80.0 115.0 80.0 115.0 80.0 115.0 19-1/8' 26_1/2• 37° 72' (7) 80.0 11&0 80.0 115.0 80.0 115.0 19-1/8" 26-1/2' 37° 78-3/4° (7) 80.0 115.0 80.0 115.0 80.0 115.0 24" 1. 36' 42" 48" 54' 48" (5) 80.0 115.0 80.0 115.0 80.0 115.0 80.0 115.0 80.0 115.0 80.0 115.0 24" 30' 36° 42° 48" 84' 80" (6) 80.0 118.0 80.0 118.0 80.0 115.0 80.0 115.0 80.0 115.0 80.0 1,5.0 24' 30" 36" 42" 72° (7) 80.0 118.p 80.0 115.0 50.0 115.0 80.0 115.0 24' 30° 84' 8 80.0 115.0 80.0 115.0 ()NO. IN NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 INDICATE NO. OF ANCHORS PER JAMS FIA. PE . 70592 'CA:N., 636 A 2 5 2012 L7- no. ANN. GLASS GLASS TYPE 'G' TDA 3/18' ANN. GLASS 7/8' ANN. GLASS � � 120' WTERIAYER 120' IMERLAYER UVEKCL-UQ REM 1/8' ANN. GLASS UVl3tOL-UQ RESIN SAFLEX 0I0 PVB BY SOL.UTIA SILICONE 3/16' ANN. GLASS DOW CORNING 996 3/16" HEAT STREN'D GLASS ' SILICONE SILICONE LARGE MISSILE IMPACP USE. a 10 DOW CORNING 995 GLASS TYPE ANN. GLASS GLASS TYPE 'G' TDA 3/18' ANN. GLASS 3/10" ANN. MASS � � 3/18' HEAT STREWD GLASS 120' IMERLAYER 090' INTERLAYER 120' INTERLAYER UVl3tOL-UQ RESIN SAFLEX 0I0 PVB BY SOL.UTIA UVEKOL-UQ RESIN 3/16' ANN. GLASS 3/16' ANN. GLASS 3/16" HEAT STREN'D GLASS ' SILICONE SILICONE LARGE MISSILE IMPACP USE. SILICONE DOW CORNING 995 NOT QUALIFIED FOR SMALL DOW CORNING 995 DOW CORNING 995 MISSILE IMPACT AREAS. GLAZING OPTIONS GLASS TYPE 'D' GLASS TYPE 'E' GLASS TYPE 'F' HEAT STREN'D GLASS ,,0110' INTERLAYER SAFLEX OIG PVS 6Y SOLUTIA r1/8' HEAT STREN'D GLASS ANN. GLASS 1/4' AIR SPACE 1/8' ANN. GLASS 090' INTERLAYER SAFLEX 410 PV8 BY 'SOLUTIA' llEr ANN. GLASS SCON\ FOE RRCIS7700 1/8' TEMP. GLASS 1/4' AIR SPACE 1/8' HEAT STREWD GLASS 090" INTERLAYER SAFLEX OIG PV6 8Y 'SOLUTIA' Itr HEAT %GE RCS7700 STREWD GLASS SILICONE a T" J!i111!!/` Ll� ///j s GLASS TYPE 'J' 4PR 5 Y841RUw OBim" gor 4 NhgwMs W 6b1� Y 1Jub ea � � `\\\f'IIIIII\ fI11LJI11I,✓////( J!111j!11L,✓////j GLASS71''� E ,H• GLASS TYPE 'I' n THIS CLASS TYPE ONLY FOR LARGE MISSILE IMPACP USE. NOT QUALIFIED FOR SMALL MISSILE IMPACT AREAS. GLAZING OPTIONS 1/8' TEMP. GLASS 1/4' AIR SPACE 1/8' HEAT STREWD GLASS 090" INTERLAYER SAFLEX OIG PV6 8Y 'SOLUTIA' Itr HEAT %GE RCS7700 STREWD GLASS SILICONE a T" J!i111!!/` Ll� ///j s GLASS TYPE 'J' 4PR 5 Y841RUw OBim" gor 4 NhgwMs W 6b1� Y 1Jub ea TYPICAL. ANCHORS ILLUSTRATIVE SEE ELEV. FOR SPACING EXT. OR INT. NOT BY TM . 9ONCRETE1BY . ..: .. • W000• BUCK :a4. -EDGE 0I 1 m .. I a_ O REINFORCING SEE HE�ETM2 Ix © C 0 9 9 I O Al 91, OPTIONAL TO 1 SPRING LATCH .x RENFOP SEE SHOE REINFORCING L -OPTIONS SEE SHEET 2 —_T 'd •.¢ DISI' d.4 >9 4 a a TYPICAL ANCHORS d CONCRETE SEE ELEV. FOR SPACING A R SPACING TYPICAL ANCHORS TYPICAL ANCHORS) MMETALURE MIAMI—OADE COUNTY APPROVED SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING MULLION & MULLION ANCHORS SEE SEPARATE NOA WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS EDGE DIST. FOR SPACINGG MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM I EDGE DIST. AND TRANSFER THEM TO THE BUILDING STRUCTURE. I Jg � ALTERNATE FRAME BILL EDGE c.nx aI•aw DI TYPICAL ANCHORS SEE ELEV. FOR SPACING FRAME WITH FIN OPTION (LIMIT DESIGN CAPACITY TO ±61.0 PSF MAX.) PR 25 SS a 1i drawing no. W06-34 TYPICAL ANCHORS TYPICAL ANCHORS) SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELE WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS FOR SPACINGG MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEY. FOR SPACING 1/9 DIA. TAPCON BY ITW(Fu 120 KSI, Fy=82 KSI) %4" DIA ULTR.ACON BY .E.LCO, (Fum177 KSI, F7-136 KSI) OPTIONAL TO INTO 2BY WOOD BUCKS OR WOOD STRUCTURES SPRING LATCH 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONIC. OR MASONRY 1-1/4- MN. EMBED INTO CONIC. OR MASONRY ZJ DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY NO 1"BUCTNEV M (GRADE 2 CRS) -OPTIONS SEE SHEET 2 d1 INTO METAL STRUCTURES AA �j' STEEL : 12 GA.MIN. (FY a 38 KSI MIN ALUMINUM 1/ 1/ M8" THK. MIN. (6063—T5 MIN.) Pa (STEEL W CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ,d p ,j12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) c INTO MIAMI—DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) (NO SHIM SPACE) u TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2' MIN. ! j! INTO WOOD STRUCTURE - 1" MIN. �! ! .I I INTO METAL STRUCTURE 1/2" MIN. CONCRETE AT HEAD, SILL OR JAMBS r'c 0 3000 PSI MN. C-80 HOLLOW/FILLED BLOCK AT JAMBS I'm o 2000 PSI MN. —Q BA SEALANTS ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. WEEPHOLES: W1 — 1/2" LONG NOTCH AT EACH END OF INTERIOR LEG W2 7/8" LONG NOTCH AT EACH END OF EXTERIOR LEG ALTERNATE FRAME BILL EDGE c.nx aI•aw DI TYPICAL ANCHORS SEE ELEV. FOR SPACING FRAME WITH FIN OPTION (LIMIT DESIGN CAPACITY TO ±61.0 PSF MAX.) PR 25 SS a 1i drawing no. W06-34 FDI FRAME WITH FIN OPTION I= PART $ QTY. DRBCREMON MATERIAL UWF./BBPPLBR/RBMARKB 1 GW -36763 1 FRAME HEAD 6083-r8 - 2 GW -37731 1 FRAME SILL (4" HIGH) 5083-T8 - 2A BA -3808 1 FRAME SILL (3" HIGH) 6063 -TB - 3 OW -31445 2 FRAME JAMB 8083 -TS - 4 OW -36706 1 MEETING RAIL 6063-T8 - 5 GW -36868 1 VENT TOP RAO. 6053 -TB - 6 OW -37730 I VENT BOTTOM RAIL (4- SILL) 6083-T6 - BA OW -37359 I VENT BOTTOM RAIZ. (3- SILL) 6083 -TB - 7 GW -31134 2 VENT JAMB STILE 6083-76 - 6 OW -31470 2 VENT STOP 8083-78 - 9 19-88 4/VENT GLAZING BEAD ANGLE 6063 -TB - 9A rM-tzs a/YENr oIAZNo BEAD e053 -r5 - 9B TM -170 4/VENT GLAZING BEAD 6083-T6 - 9C TM -181 4/VENT GIAZWG BEAD (INSUL LAM. GLASS) 8057-T8 - 10 88 X 1/2" 12/VENT GLAZING ANGLE SCREWS STEEL PH SMS 11 4037 (1) STRIP FIN SEAL WEATHERSTRIP - MTO.RNL/FRAME SILL 12 2240 (1) STRIP FW SEAL WEATHERSTRIP - VENT TOP 13 3722 (2) STRIP FN SEAL WEATHERSTRIP - VENT JAMB STIJ3 14 - 2 1 1/2"x7/8"x3/4- FNSEAL PAD - FRAME SIJ. CORNERS 16 2/YENT LATCH LOCK AT 5" FROM ENDS CAST VENT TOP 15A TM -118A 2/VENT SPRING LOADED EGRESS LOCK 6063 -TS VENT BOTTOM RAI. 16 - 4/VENT VENT GUIDE NYLON VENT NT. CORNERS 17 - 2/VENT CALDYTELL SPINAL. BALANCES - AT FRAME JAMBS 16 19 WVR-9302 N69 2/VENT 2/VENT BALANCE COVER CALDWELL BALANCE CUP 'AWL - FRAME HEAD/JAMBS VENT SOTT. CORNERS 20 - 2 812 x 3/4" P.H. SMS STEEL (1) AT EACH BALANCE 21 - 8 812 x 1" P.H. SMS FRAME CORNERS 22 - 8 810 x 1- P.H. SMS VENT CORNEAS 23 - 4 88 x 3/4" F.H. SMS. (2) AT EACH LATCH 24 - 4 86 x 3/8" F.H. SMS. flS=FTE.EL AT EA, PLASTIC GUIDE 25 - 1 txt 3/18x3/4x1/8" CHANNEL AT VENT TOP 26 - 2 1x1/4 THK.x4" LONG BAR (1) AT EA. MTO. RAM END 27 - I 1/2xtx1/2x1/8" CHANNEL AT MEETING RAI, 28 TM -161 2 FN TRIM FOR JAMSS 6063 -TB - 29 TM -163 I FN TRIM FOR HEAD 6063-T6 - 30 TM -164 1 1 FTN TRIM FOR SU 6063 -TB - 31 TM -1791 MTG. RAIL REINFORCING CHANNEL 6083-T5 AT MEETING RAI. 32 TM -178 1 70P RAIL REINFORCING CHANNEL 6063-T9 I AT VENT TOP ,6u ErW;y D, AHMAD I"xV FLA PE b 70592 C.A.N. 3539 t [it C�7p Wtng no. AW06-34 $i 2012 heel 5 of 7 3.042 ,.425 .,25.-�. .500 438 .500 -.062 o �U til �'°° 1.590 .082 .847 L �, .082 ,.500 3.089 .082 3.718 ,.000 1' t 1.092 3.,88 11.aoe 1.000 .125 -moi .822 830 Q FRAME HEAD 3.097 28 .250 .500 31 O .048 .405 1.825 2.375 JAMS NAIL FIN (HEAD) MTG. RAIL REINFORCINGS STEEL MTG. RAIL REINFORCINGS ALUMINUMFRAME 1.250939 a 3.340 2198 #1.375 .082 � 082 2190 7s0 1.187 I'?PILE oao .688.052 1.188 .802-_ ., 25 O FIXED MEETING RAIL Q VENT STOP Q NAIL FIN (JAMB) O TOP RAIL REINFORCING STEEL 32 TOP RAIL REINFORCING ALUMINUM .183 -� 9C .5+0 .040 .500 4.923-4C I ^ M l W did, Q = o 4] iiI .- m r� ILZ ^ 5.3 1.375-� 1.189 1.374 082 .988 I 3.199 082 3.277 1.324 ,.389 .052 1.750 2.280 .9� _� 2.500 1.213. GLAZING BEADS R � Z a •� 1.000 ® VENT TOP RAIL O SASH SIDE RAIL ® NAIL FIN (SILL) LATCH LACK OSOJWQWA1A+ l ii�be N�Mp 2.202 3246 2.202 3.243 ,tl�01�Ni�' 'iaf 9 g .997 3.927 4.347 3.438 0822939 3.388 4.312 3.612 3.330 .092 2.630 - Fmy..1?va0 '. 0.... o 'o n .� L��t �M1L p pg 23.141 Uij .884 I a141 rowing no. 06-34 e O 1.378 VENT BOTTOM RAILS 1.375 8A O O FRAME SILLS NOTE: EMIR SILL CAN BE USED 'APR 15.201 � eat B of 7 I .1 -M 1%9 J��l ILB111mmlIRkv.m 0= CMAKKM 11 II T.M. VANDOWS LLC. I i = AM601 N.W. 12TH AVE. 9 !01.1&1NO CKVM im SHmot M POMPMO BEACH, FL. 33069 p TEL (954) 781-4430 FM (954) 781-5078 MIJ 01) AL—FAROOQ CORPORATION a ENGWEEM & PRODUCr DEVELOPMENT 1=5 &W. 87 AVE f MIAMI, FLORIDA33174 TO-PM2G"UM FAXOM262-M78 c C0MP-ANL\W06-34TWW Florida wilding Code online Page 1 of 2 �,f c' S� i d! ,fY a', S a �% dah '• ,... x�� r 4i?6 i k �' a i`wn `.r' std` ^ :,i . u+ r_� `' '` i p, e �' mq{7� • Jj,6`� � � r1, A ,�.-" �,, � �.� x f�� a `a..'� y n� r"`_ �. L x `�' (�w, ..,.at , . ' . �,�f�. ,a. M.� ^^ ,,�f ..^; 3, to � " .v o-. �, w$: s. ,_ . u � � d � <z4:� i �` � w��t��, r�� '' ��i s • � s i : . t • � � � � i s - Flonda parQTl ilt I SCIS Home Log In User Registration ! Hot Topics Submit Surcharge Stats & Fads Publications nc staff BCis Site Map Links ` Search I Busines Professi al Product Approval USER: Public User Regulation Product Approval Menu > product or Aoolication Search > Anallcation Ust > Application Detail FL # FL15558 Application Type New Code Version 2010 Application Status Approved *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbc@jeld-wen.com Authorized Signature Janet Gerard ibc@jeld-wen.com Technical Representative Steve Saffell Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (541)882-3451 Ext 2900 stevesa@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Standard Year �, rh •_y_i_.�t��__ __ _I _ a+l /7/7n1 Florida Building Code Online Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved TAS 201 1994 TAS 202 1994 TAS 203 1994 Method 1 Option A 05/01/2012 05/01/2012 05/06/2012 Page 2 of Summary of Products ! JFL # .Model, Number or Marne jDascription 15558.1 Energy Saver/Contour Opaque Wood Edge Steel Outswing Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL15558 RO C CAC NI011082.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/31/2015 Design Pressure: N/A Installation Instructions Other: Refer to installation instructions S-2104 for FL15558 RO II S-2104 SS.Ddf sizes, configurations, design pressure ratings, and j Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 installation details. ! Created by Independent Third Party: Yes ! Evaluation Reports ! FL15558 RO AE PER2035 SS.Ddf Created by Independent Third Party: Yes 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 :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail 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 regarding DBPR's ADA web accessibility, please contact our Web Master at. webmasterOdbonstate.fl.us. Product Approval Accepts: W1 9N MR IN Norton SetU'itV4t1Ttt1t_5 c r :ll i4E+I •� a: + -I-_— _-t _1 ,--- .10,...�rrl«....., !`_CCTYl1«+Tl.,<.TI,..l1.a1/17T+(l+;CT1<.1/1n7;0%)�T2; C/7/)nl MLONG DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 PT-roducl E w0unflom Rep oTt Of 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407.644.2366 FX contact@buildingdrops.com JF,LD- N, inc. Energy Saver/Contour Wood Edge Opaque Steel Outsng Door w/ or W/o Sidelites for Florida Product Approval I11 L4,' F. s El ep, o&. N, --ii . 2035 Florida Building Code 2010 Per Rule 9N-3 Method: d. — A. (Certification) Category: Exterior Doors Sub — Categori:: Swinging ]exterior Door Assemblies Product: Energy Saver/Contour if ood Edge Opaque Steel Outswing Door w/ or w/o Sidelites Material: Steel/Wood Product Dimensions: 10791 X 81.25" (Maximum) Prepared For: JTLDmWEN, into 7�7 Lakeport Blvd.®®®� �S F. p ®�®� Klamath Palls, OR. 97601 Prepared by: 7 - Hermes F. Norero, P.E. -a " Florida Professional Engineer # 73778 r � Date: 05/01/2012 ®4 0;- '•.,L D �w �o Contents: Evaluation Report — Pages 1— 4 ®�®®®Ss/O!\(AL InstallationDe s Digitally signed by Hermes F Norero, P.E. Hermes F. Norero, P.E. Reason: I am approving this document Florida No. 73778 Date: 2012.05.01 17.42:30 -04'00' //0,\N, SUMMNG DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: JELD-WEN, Inc. Product Category: Exterior Doors Product Sub -Category: Swinging Exterior Door Assemblies FL#: Date: 05/01/2012 Report No: 2035 Compliance Method: State Product Approval Rule 9N-3.005 (1)(a) Product Name: Energy Saver/Contour Wood Edge Opaque Steel Qutswing Door w/ or w/o Sidelites 107" X 81.25" (Maximum) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD-VVEN, Inc. based on Rule Chapter No. 9N-3.005, Method 1a of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does 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. This product has been evaluated for use in locations adhering to the 2010 Florida Building Code. See installation Instructions S-2104, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2, Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 Florida Building Code and does not require an impact resistant covering on outswfng doors. 4. Non -Impact Sidelites do require an impact resistant covering when used in areas requiring wind borne debris protection to comply with Section 1609.1.2 of the 2010 Florida Building Code. 5. Site conditions that deviate from the details of drawing S-2104 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions S-2104 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 5 0 d BUILONG DROPS �( A Perfect Solution in Every Drop Certificate of Authorization: 29578 FC#: Date: 05/01/2012 Report No: 2035 Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management Institute, Inc. (FBC Organization #QUA1789) Performance Standards: The product described herein has been tested per: Referenced Data: m TAS 201-94 0 TAS 202-94 e TAS 203-94 1. Product Testing performed by Certified Testing Laboratory, Inc. (FBC Organization # TST1577) Report #: CTLA696W, Report Date: 11/01/2001 2. Quality Assurance National Accreditation and Management Institute (FBC Organization #: QUA 1789) Hermes F. Norero, P.E. __�-__ Florida No. 73778_��_ Page 3 of 5 B ILONG DROSS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates areas follows: li L#: Date: 05/01/2012 Report No: 2035 Through Frame Installation: A. For two by (2X) wood buck substrate, use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (5-2104) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure xx, oxxo x, oxo, X0, ox Positive 57 PSF* Positive 66 PSF* outswing Negative 57 PSF Negative 70 PSF *Units meet water infiltration requirements corresponding to noted design pressures. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 5 BUILONG DROPS EL#: Date: 05/01/2012 Y A Perfect Solation in Every Drop Report No: 2035 = Certificate of Authorization: 29578 6 sl 9.Du IFr. 3.00 00' TYP. cosi IFr. 13.41' TYP 3.00' d ,F .00' TYP. .00" 6.00' TYF .00' TYF TYR I I I ! f I I 1 1 1 III I I I I I I l s 4CES 3.85" T 1 1 1 1 I(I T 3.00' 3.00 .00' TYF : nn^ 7.00' T1P. 7.0()' TYF 6 t sP, @1 I 0' 25- P. Hermes F. Norero, P.E. Florida No. 73778 Page 5 of 5 ® Steel 1. THIS PRODUCT DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE AND 1g VELOCITY HURRICANE ZONE WIZ' REQUIREMENTS. 2. WOOD BUCKS OTMM MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO 7HE SniUC1URE 3. PRODUCT ANCH RS SHALL BE AS LISTED AND SPACED PER ANCHOR LOCATION DRAWING$. AN OR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR CCR. 4. SEE TABLE 1 XMSHEEr FOR DESIGN PRESSURE RATINGS. 5. THIS PRODUCT THE WATER REQUIREMENTS FOR 'HVHZ' ZONES. SEE THE DESIGN PR CHART BELOW. 6. DOORS ARE PACT RATEp AND DO NOT REQUIRE MIAMI -DADS APPROVED TM ACT RESISTANT SHUTTERS. 7. MIAMI-DKARE PROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SID 8 SIDEUTESOP17ON AND CAN BE USED IN A SINGLE OR DOUBLE COMPONENTCONSTRUCTIONS: Face abaft 24a. (0.0201 minknum thickness, Galvanized Steel A-525 commercial qudRy - AKDQ per ASTM 620 with overage minimum yield abmgth Fy(avi j-24,600 psl. CoCore deaan: Ezpapded polystyrene with 1.0 to 1.25 Ibs./cr density, by Door Panel Conah�ictian: The active and Inactive panels are constructed from 24GL (0.020' ) galvanized steel. The face sheet tops and bottoms a bent 90' over a top and bottom rolls. The top LVL rag measures 1.67' wide x 1.042' The steel bottom rag Is rug formed 0.021° galvanize steel in 1.67' wide x 121° high. Tho sides of Die face sheet a raft formed on the LYL latch We and Panderoso Pine hinge stfle which measure F.67 x 1.01. The interna• cavity Is filled with polystyrene. The face aheab ghed to the polyslyrane. ETxed Lite Const The sash to constructed from 24GA. (0.020° min.) golvani steel. The adg of the face sheet are trent 90' over the polystyrene co and glued to . The sidaE6s panels are routed to receive the DOL Up Ut Frames or the optional Tally Light Frames. (See sheet 7 for glazing detalis.) The Is frames are seated w/ QSD glazing compound an the exterior. e consta g The frames are constructed from Ponderosa Pine jamb measuring 1 ' wide x 4.5105 deep. The door and sidefite head jamb are mortisad a id butt joined to the aide jambs and attached with (3) tit 2' x 7/16' er,wn wine staples. The units use a standard bump race P mi threshoid measAing 4.041' deep x 1.0' high. The threshold l: attached to 8 I F H .875' TYP. - - 74.5" MAX. OA FRAME WIDTH -� - A - .125' 3G. A O A. 36. MAX OA PANEL WIDTH WIDTH lY/ASTRAGAL PANEL WIDTH FRAME MM � _ 75' MULL TYR 3&625' MAX OA INACTIVE ACM 80" W/ASTRAG41. MAX. OA 19 1 E9 PANEL HEIGHT AOW PANEL .25' 'a] 9 VAX. MAX. )A � ME OA .25' TCHT 0.625° J 37.75' W. O.A. - FRAME WIDTH .875" TIP. -I-36• MAX. OA . PANEL tfflm F 80" MAX. OA PANEL HEIGHT 81.25"MAX OA \/ OA \''J Q FRAME HEl Iff 0,0 O.G25' 1 8 F h 75"_ TYP. 70.25' 6IAX OA FRAME WIDTH .75' MULL FEAR TYP. .875" 36' MAX OA TYR PANEL WIDTH I FRAME MM � _ 75' MULL TYR 3&625' MAX OA PANELIYIOTH 36'MAX OA -I PANEL WIDTH IAII W/ASTRAG41. MAX. 19 1 E9 INACTIVE AOW PANEL W. 'a] HtlgiTED MAX. � OA .25' RX )A P TAME FFA 7w r 0.75° 0.625' -� rvvr 15.5' MAX OA SIDELDE FRAME WM 14' MAX OA PANEL WIDTH 6' MAX OA DIA WIDTH 63 T25° MAX OA D.L.O. HEIGHT SINGLE DUTSWING BfPACT UFIIT (OXQLW NON -MCT SIGE( S VIEWED FROM EXEERIOR 15.5° MAX OA SI ELITE FRAME WIDTH 14' MAX OA PANEL WIDTH XfERIOR 107' MAX. OA .575° .125' FRAME MM � _ 75' MULL TYR 3&625' MAX OA PANELIYIOTH 36'MAX OA -I PANEL WIDTH IAII W/ASTRAG41. 0 ED PO 19 1 E9 INACTIVE AOW W. MAX. OA BM FFA 1.25° RAX. DA MME m Z 0.625' J 11 F. 6' MAX OA DLO. YADTH 63.125' MAX JQ OA D.L.O. HEIGHT DOLE OUTSM IMPACT UNIT (OFIXO) W/ NO -IMPACT SIOURES VIEWED FROM EX N0R �JIIYULC 4UIJYY°YV IMI'Iil.l YIYII IA VIEWED FROM ORERiOR `` � •, ••• ,� STs+ 9-11-01 TABLE is AO rte• Prepared 8y scnirs M.T.S. DESIGN PRESSURE RA1gtG-PoffRE BRIER r 7 ". y Owe. BY. JWJ (� or- S SAFFEL SINGLE WOR Ufgi (7l. OX X0, OXO) +66 pef -70 psf ':, T ,:' �/' �oJ W/HO NON-gAPACT 5gg]oFS )s1g.edby Hennes F Norero, P.E J'i O� •" �� `� (XX, o8X XK0 O)IXD) eason:l am approving this dominant �( T'vN0• ♦ ` BUMING DROPS INC t B/I)0 NOR-ILIPACr SIDBRES +87 pef -57 Psf s7r� Phorr� 407-644-6957 te:2012.05.011751:35-04'00' �q 1n�� F= 407-644-2366 8 0.75° MIN. CONCRETE/ 0.75" MIN. CONCRETE/ EDGE DIST. MA50NRY 51 EDGE DIST. Y 1.50° BY OTHERS 1.50" D�EMB. %. MIN. _ ,'•t`�•' '•'�... _'' 19 r EMB. _,....6'I'l"Y".0N�,ER SEE OEIAIL 7 ON SHEET 5 81.25° MAX OA FRAME HEIGHT IEE NOTE 9 1 SHE 1.25° MIN. EMB. i INTERIOR I ry J 0.250" MAX. - 11 SHIA! SEE DETAIL 7 /O1 ON SHEET 5 17 EE NOTE 6 ON SHT. 4 29 SEE NOTE 3 SHT. 4 _ 1.750" MIN 1.750" MIN. _ PANEL THK PANEL THTC "" 36 17 SEE NOTE 2 ON 23 SHL 4 ---Ir38 45 0.125" MIN. _ 4 GLASS THK. ORNTI ERIOR EXTERIOR SO.Q" 81.25" MAX. MAX. SEE GLAZING O.A. OA DETAILS, SHEET-._, PANEL FRAME 7 HEIGHT HEIGI-IT ISEE NOTE 2 ON 23 37 SHL 4 80.0° MAX. O.A. PANEL HEIGHT 3 NOTE 6 ON 29 SHE NOTE 8 ON 32 SHE 4 16 SEE DETAIL 7 NOTE 3 ON SHEET 5 ON 4 31 1.75" 2.50" MIN_ CONCRETE/ MASONRY MIN. EDGE DIST. I BY OTHERS VERTICAL CROSS SECTION AT SIDELITE SASH I ME 12 1 .625" 1.25" sun 2 MIN. 150° MIR_I CONCRETE/ EMB. EDGE DIST. MASONRY 4 BY OTHERS 80.0° MAX. O.A. PANEL HEIGHT 3 NOTE 6 ON 29 SHE NOTE 8 ON 32 SHE 4 16 SEE DETAIL 7 NOTE 3 ON SHEET 5 ON 4 31 1.75" 2.50" MIN_ CONCRETE/ MASONRY MIN. EDGE DIST. I BY OTHERS VERTICAL CROSS SECTION AT SIDELITE SASH I ME mom 1 DOOR ST R FACE SHEET 24GA 0.020 MIN. sun 2 FRAME HEAD FINGER JOINTED PONDEROSA PINE WOOD 3 FRAME HINGE JAMB FINGER JOINTED PONDEROSA WOOD 4 FRAME LATCH JAMB FINGER JOINTED PONDEROSA P WOOD 5 4° UTT E 1 BYSim 8 9 X 1 WOO HINGE TO DOOR 7 DOOR LATCH STILE LVL 8 1 OUTSWWG POW BUMP FACE THRESHOLD ALUMINUM 9 BRAD TRIM NAIL 16GA. X 1 FOR MULLION CAP STEEL 10 COMPRESSION WEATHERSTRIP FOAM 11 DOOR TOP RAIL LVL 12 DOOR BOTTOM RAIL STEEL 13 DOHINGE STMT FINGER JOINTED PONDEROSA PINE WOOD 14 10OR x 1 3/4- PFH WOOD SCREW Sim 15 LOCK BLOCK FINGER JOINTED PONDEROSA PINE WAD 16 .3/10" ITW TAPCON ANCHOR W 1 1 4 MIN. EMBED. sun 17 1 EXPANDED POLYSTYRENE 1.0 to 1.25 Ib. cf DENSfM BY JELD-WEN FOAM NOT USED - 2x WOOD SUB BUCK WOOD SHIM 0.25 MAK 11NK MGH DENSITY PLASTIC ORGREATER K20 KWMlSET 400 SERIES KNOB SfEEIlKWIIGU TITAN 700 SERIES DFADBOLT NOT SHOWN SRfL1. x 1 1 2 PIASCREW ODL LITE FRAME STEEL. 8 x ` PFH 11001) SCREW SIEEi. 1'172 8 x 2 1 2 PFH WOOD SCREW STEEL 26 10 x 1 PFH WOOD SCREW IMPERIAL ASTRAGAL TO DOOR) STEEL 27 #10 x 2 PFH WOOD SCREW STEEL 28 MULLION CAP WOOD 19 SMJCONE CAULK CR LAWRENCE 33 C SILICONE 30 GLAZING COMPOUND QSD BY OVLJ SILICONE 31 BRAD TRIM NAIL 16GA. x 3/4- FDR 318" QUARTER. ROUND. STEEL 32 318' QUARTER ROUND SIDEUTE STOP WOOD 33 CORNER BLOCKS FOR STEEL DOOR BOTTOM RAIL MDF 34 SCHLAGE KNOB SET #F51 STEEL 35 SCHL4GE OEADBOLr #EINO NOT SHOWN STEEL 36 SIDEUTE STEEL FACE SHI7:T 24GA 0.020 MIN. STEEL 37 1/8' TEMPERED GiASS BY PPG GLASS 38 ODL LITE FRAME SG CSFARTECH POLYCOM PP030 C13 POLYPRO . 39 PRESSURE TREATED MULLION BAR W4- x 4 9/16 x 81 i 4 P.T. WOOD 40 ALUMINUM EXTRUDED ASTRAGAL (BY!MMg ALUMINUM 41 ASTRAGAL SOT PLATE BY IMPERAL snu 42 YALE KNOB HERITAGE SERIES STEEL. 43 YALE OFADBOLT HERITAGE SERIES NOT SHOWN STEEL 44 Swum nw E HEAD. SILL AND JAMBS (FINGER JOINTED PONDEROSA PINE) WOOD 45 LITE FR4ME BY TRIMLY FOR 112" I.G.U. POLYPROP. 46 112' INSULATED TEMPERED GLASS BY TRINITY AMPAC GLASS 47 LITE MW BY TRINITYFD 1° POLYPROP. 48 1 INSULATED TEMPERED GLASS BY TRINITY AMPAC GLASS 49 LRE FRAME SCREW #6 x 1 1 LONG PANHEAD BY TRINIM STEEL 50 GLAZING COMPOUND DOW 1199 SILICONE 51 i0 W00D INSTALLARON SCREW W1 1.50 MIN. EMBEDMENT STEEL 52 DOOR LATCH STRIKE PLATE STEEL 53 1 ODOR LATCH DEAD BOLT STRIKE PLATE Sim 1�• �a ... 'i�. Wnv m¢ -e C' !V �i �� •T.S. Prepored 8y� oa7E: 9-11-01 scams N. am BY. JWJ y� cm er, S SAFFELL -0T T o •' :� ��ipn• aw •• �� i ^ + rI ar �. _ �� a Q BUILDING DROPS, ING Phone: 407-044-695/ I= 407-844-2366 MAMG Hoa S-2104 jsHw Z oa 8 SEE NOTE 4 ON SHE 4 CONCRETE/ MASONRY BY OTHERS ml 1.750" MIN PANEL THK 7 1 15 21 4234 EXTERIOR \ 1 NTER 0 51 10 1 17 SEE DETAIL 5 ON SHEET 5 0.250" MAX C HORIZONTAL CROSS SECTION SHIM LATCH JAMB TO B CK SEE NOTE 1 ON SHE 4 26 15 1 7 40 52 7 1 15 214234 INA nC V� � AC EX(ERIOR I 1.750° MIN. PANEL THK. ■ SEE DETAIL 5, `" ON SHEET 5 HORIZOTAL NCROSS SECTION 0.25Q" X GEJ B TO B CK SHIMMA INTERIOR SEE NOTE 4 SEE DETAIL -7 ON SHE 4 24 1 ONS THISS 10 1 17 HORIZONTAL CROSS SECTION AT IMPERIAL ASTRAGAL 2 SEE NOTE 7 Prepared By: BUILDING DROPS, INC. Phone: 407-044-6957 Far 407-644-2388 ON SHT. 4 am BY. JWJ i OWING M0a S-2104 sm 3 of f m \ 1 NTER 0 51 10 1 17 SEE DETAIL 5 ON SHEET 5 0.250" MAX C HORIZONTAL CROSS SECTION SHIM LATCH JAMB TO B CK SEE NOTE 1 ON SHE 4 26 15 1 7 40 52 7 1 15 214234 INA nC V� � AC EX(ERIOR I 1.750° MIN. PANEL THK. ■ SEE DETAIL 5, `" ON SHEET 5 HORIZOTAL NCROSS SECTION 0.25Q" X GEJ B TO B CK SHIMMA INTERIOR SEE NOTE 4 SEE DETAIL -7 ON SHE 4 24 1 ONS THISS 10 1 17 HORIZONTAL CROSS SECTION AT IMPERIAL ASTRAGAL 2 SEE NOTE 7 Prepared By: BUILDING DROPS, INC. Phone: 407-044-6957 Far 407-644-2388 ON SHT. 4 am BY. JWJ OK eYs S. SAFE OWING M0a S-2104 sm 3 of f m o +- Ci cc E6 e a =1 tV . • •• s W u;.. C M ° CONCRETE/ MASONRY . a 17 OTHERS O 0.75" MIN. o x� EDGE DIST. °• °oU �m� oY U�Z ,s � a• C�2 opo � E:1� m z W� j� O� r. O ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) EXTERIOR x0.31" DIA x 9.0" LG. AT TOP & BOTTOM SEE NOTE 1 SHT. 4 26 AEiNL 1 ASTRAGAL TO STILE ATTACHMI NOTE MIA 24 NOT SHOWN 1 VIEW FOR C1AV1111 F. �0 T T �� F YJPII FOR AV. G �Y = vara Prepared By: BUILDING DROPS, INC. Phone: 407-044-6957 Far 407-644-2388 SCALE N.T.S. am BY. JWJ OK eYs S. SAFE OWING M0a S-2104 sm 3 of f SEE NOTE ON SHE SEE NOTE ON SHL SEE GLAZING DETAILS, 31 SHEET 7 SEE NOTE 6 ON SHL 4 7 1 15 21 4234 IOR t \ 1 IN 10 10 XSEE NOTE /A N 25 ON SHE 5 1 17 SEE DETAIL 5 0.750° ON SHEET 5 39 HORIZONTAL CROSS SECTION AT S DEL `E TO9TCH-dAVY 1.750° MIN. FXgR10R r PANEL THK SEE NOTE 5 ON SHE 4 25 SEE DETAIL 5 ON SHEET 5 /fel A 3 DECIff TO OSNG EJAMB NOTES. CONCRETE/ 1. SPACING FOR 11FU #6 THE 110 x 1" PFH SCREWS ATTACHING 114E IMPERIAL ASTRAGAL TO THE INACTW DOOR IS MASONRY AS FOLLOWS: FROM THE TOP DOWN & THE BOTTOM UP: 1.07, 2.5 , 4.0", 5.5, 13.0", 18.0" & 26.0". BY OTHERS 2. SPACING FOR ITEM23 THE J8 x 1 1/2" PLASCREW IS AS FOLLOWS: TOP& BOTTOM. H( 127' AUX Spam PANEL: 3.0" IN FROM EACH CORNER. ON THE SIDES. CA= FORF S N 3.07, 13.07, 26.07, 39.0; 52.0" & 63.0". °D " 3. SPACING FOR MW 1 THE 160A x 3/4" BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDELITE AND s REM #9 THE 160A X 1" BRAD TRIM NAIL ATTACHING THE MUWON CAP TO THE MUWON BAR VERTICALLY, IS AS e FOLLOWS 0 E 318' QUARTER ROUND) 1.25" IN FROM EACH CORNER WITH a (1) NAIL MID -SPAM ON TI -E SIDES MUY (FOR 110111 " QUARTER ROUND & MULLION 1.25" FROM EACH END & SIX MORE EQUALLY SPACED 0 THE FIELD. 4. WHEN ATTACHING TfE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM #25, A #8 x 2 1/2" PFH WOOD SCREW. WHEN ATTACHING TH STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MUWON USE ITEM ,J24, A #8 x 2" ° PFH WOOD SCREW. ° .• 5. SPACING FOR ITEM 725 THE #8 x 2 1/2" PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MUWON, ° 4 - IS .IS AS FOLLOWS: 6. " FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, 6. THE SIDELITE PAN IS SECURED WID THE SIDELITE JAMB W/ In 129 SILICONE CAULK ON THREE SIDES AND a 3/8" QUARTER ROI NOS SECURED WRH ITEM #.31 BRAD TRIM NAILS x 3/4" LONG. 0.75" MIN ° 7. WHEN ATTACHING 71 E HINGE TO THE JAMB AND BUCK USE ITEM #27, A $10 x 2" PFH SCREW. WHEN ATTACHING EDGE OISf THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MUWON USE ITEM #14, A #10 x 1 3/4' PFH WOOD SCREW. ° 8. SPACING FOR TU F49 THE #6 x 1 1/2" PANHEAD SCREW (TRINITY LITEFRAME) IS AS FOLLOWS: s; SIDEM LITEFRAME FROM THE TOP DOWN VERTICALLY: 3.25", 18.0625" 32.8125 , 47.5625" & 02.625". a D 1 d* ON. FROM THE LEFJ: ONE (1) SCREW AT 4.4375". 9. ALTERNATE NC JMASONRY NISTALlAT10N ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE USED UPON AP V OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. 10. USE ITEM 151 INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. USE ITEM #25 WHEN INSTALLING INTO MULLIONS. USE I #16 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. NOTE 3 SHT. 4 ION E NOTE 2 N SHL. 4!\I.SEE NOTE 6 SHE 4 SEE DETAIL 5 ON SHEET 5 0.250" MAX - SHIM Fars 0.750" NOTE 7 SHL 4 SEE NOTE2© ON SHL 4 ,SEE NOTE 6 ON SHL 4 SEE GLAZING DETAILS, SHEET 7 SEE GLAZING DETAILA SHEET 7 0GI SS UK -j INTERIOR F. �.� aws: 9-11-01 Prepared By: SUM N.T.S. rma 13y. JWJ Ir Q twat. er: S. SAFFELL mtom No_ BUONO DROPS, INR S-2104 E`er Phorm 407-614••6857 stair 4 of 8 �s Forc 407-644-2366 iR4ME I I 1 6 TYP 5 SPACES 0 13.85' MAX. O.A. FRAME WIDTH SEE DETAIL 2 f ON THIS SHE 06.00°TTP. 12.5( III 1--3.00" ff.I I m 1 111 51 111 1 5i iYP. IYP. SEE DETAIL 5 ON THIS SHE — 5 0' I 1 1 2 36. 25' 16 TTP. ]I �'00" �' I 112.125" %00 7.00" TIP. TY,. TYP. SEE DETAIL 3 ON THIS SHL SEE DETAIL 4 ON THIS SHE 25 16 14277 SEE NOTE SHEET 4 41 O \ / 6 0 41 1 0 noes 9- a Mn J BAR DETAIL 3- 0 THRES11O D DETAIL 4 81.25" MAX. OA FRAME v_ j UAIL 5 STRIKE PLATES TD ASTRAGAL rrr; ro L .r; r dlr� l3�ltir 4 SHEEP 4 DETAIL B �t� STRIKE PLATES TO JAMB t DETAIL 4 THIS SHE 0 a tj m o Lo �¢c;; icid o O-cl�u�s m >rna!�gOa. .15' MIN. C -SINK. � o I � 16 51 25 SEE NOTE ON SHEET 4 ^ ^o S o 0 1^ F....l'qUNTERSINK FOR INSTALLATION ANCHORS o O W scat.£: N.T.S. . O Prepared Br. DM BY. JWJ cm. ear:- S.SAFFELL Q WtAmc Naa L ��Q BUILDING DROPS, INC. 5-2104 a + . Phorm 407-644-6957 ISM 5 OF_L ago= Far 407-644-2366 450° T 3.00' �. 07.00" MAX. O.A. FRAME WIDTH SEE DETAIL 2 ON SHEET 5 16.41" TYP. F0000800, TYP. I I FF 1-3.00" Tm iYPr- I II I III 51 6 TYP. I SII` TYP. TYP. 5 6 TYR SPACES 25 ® 13.85'I 81.25' SEE DETAIL 5 ON SHEET 5 j{ MAX TYP. FRAME 6 07.00" MAX. O.A. FRAME WIDTH SEE DETAIL 2 ON SHEET 5 16.41" TYP. F0000800, TYP. I I FF 1-3.00" Tm iYPr- I SEE DETAIL 4 ON SHEET 5 1 6 TYP. 5 SPACES ® 13.85 Tm _I L; �� r 3.00" TYP—� tl LI -3.00" TYP. 300" �tT -� 7.00" TYP. I--- 7.00" TYP. SEE DETAIL 3 ON SHEET 5 DOUBLE DOOR MRH SIDEIJTES ANCHOR LOCATIONS VIEWED FROM INTERIOR 1.75° MAK 0. FRAME WIDTH I II I III 51 III I I II 51 ` I SII` TYP. TYP. TYP. 6 TYR SEE NOTE 5 25 ON SHEET 4 `•. SEE DETAIL 5 ON SHEET 5 — 51 TYP. 6 — _ 36.25" a 18 TYP. SPACES 3 �T ® 11.54' T 1 I i 1 1 1 1 SEE DETAIL 4 ON SHEET 5 1 6 TYP. 5 SPACES ® 13.85 Tm _I L; �� r 3.00" TYP—� tl LI -3.00" TYP. 300" �tT -� 7.00" TYP. I--- 7.00" TYP. SEE DETAIL 3 ON SHEET 5 DOUBLE DOOR MRH SIDEIJTES ANCHOR LOCATIONS VIEWED FROM INTERIOR 1.75° MAK 0. FRAME WIDTH I 6.Q0" TYP. .0 6 TYR `•. 51 TYP. 6 SPACES 3 ® 11.54' _ 81.25' SEE DETAIL 6 MAX. ON SHEET 5 5. 0' NEI HT a 36. 25" 18 Typ- Ifl 6.00' 8.58" TYP. 7YP. b SINGLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR iA/n�"',- F. s m m O T rr cri M 8� SEE DETAIL 4 M a ON SHEET 5 o, bad ox z o � oho a� Prepared Or. A 7 uwo. BY. JN cm ort SAI owwlPlo Nro.$ W* &W ��BUILDING DROPS, INC. S -2104 i • +` Phmac 407-644--6957 ,mmqc. ttEc�gma Fac 407-644-2366 SIEEf _L OF. INTERIOR 0.50" GLASS ORE SEE NOTE 2 ON SHL 4 0 50 m oo 0.125" MIN. y TEMP. GLASS �r w ICKNESS GLAZING DETAIL 1 ODL FRAME SINGLE PANE A GLASS THK• 0.125" TEMP. 0.250" AIR � GLASS � SPACE - c 1/68"" TEMPERED GLASS ' CE 0.50" GLASS ORE SEE NOTE 2 ON SHL 4 1 29 50 29 46 oo EXTERIOR 0.500" MIN. x GLAZING DETAIL 1 ODL FRAME SINGLE PANE GLASS THK• 0.125" TEMP. 0.250" AIR � GLASS � SPACE - c 1/68"" TEMPERED GLASS ' SPARTECH POLYCOM PP5530 C13 38 0.125" TEMP. .25" x .50" INTERIOR0.50 � GLASS INTERCEPT GLASS STEEL SPACER I eI o BITE FNI i0 29 48 50 45 49 EE NOTE ONN SHT 48 1:51491:51 0.125" TEMP. GLAZING OETAIL 2 GLASS TRINITY LITE FRAME c$ N 1/2" INSULATED TEMPERED GLASS LUPOY EU -5007 o 1000. gG�LASSTHIO. 0.750" AIR SPACE ® 12 BB12 .75" x .50" INTERC 7 0.125" TEMP. ALL GLAZING�FlGURATIONS O 8 0.50" STEEL SPACER GLASS SHALL. COMPLY WITH SAFETY � � � GLAZING REQUIREMENTS OUTLINED ^ N N GLASS IN FBC SEC110N 2406. k WE jiitrtrll"', o g o 50 4 49 SEE NOTE 8 �r>>��g F. ON SHL 4 9-11-01 GLAZING DETAIL 3 •••• • O " Prepared By N.T.S. TRINITY UDE FRAME �t mm By, JWJ 1" INSULATED TEMPERED GLASS T Q Oft By, a SAPFEL.L LUPOY EU -5007G DRAW240 NO: BUILDING DROPS INC. S-2104 ® 1a7i� Phone: 407-644-6957 rta.za Fina 407-644-2366 SHEET 7 OF 8 1.670° _I 1.670" - 210° 1.000" 12 0 BOTTOM I WL (0.0217 i3 FINGER J R HINGE STILE 24GA JOINTED PONDEROSA PINE WOOD I- 1.670" 1.670° 4.5625° 1.000.0.750' 1250 0.750' O.M. T (z)DOOR LATCH STILE 91 QOOR 70P TWL 2 3 WOOD JAMB LVL LVL FINGER JOINTED 4 44 PONDEROSA PINE 0.529 0.380' 0.500' I` 0.,40" 0.530" -- 33 CORNER BLOC 10 COMPRESSION WEATHERSRTIP SM BOTTDM RAIL SCHLEGEL Q-LON QDS 650 MDF x 3.0" LONG -1.500 -� - 1.250" .624° 1.750" 2.500 O GAL HAS TWO 0.3125' IA. x 9° LONG BOLTS; =7I 1 ON TOP, 1 ON BOTTOM O k 1.125, OASTRAGAL (IMP ) ASTRAGAL STRIKE PLATE 6063-76 ALUMINUM! 41 (IAIPERML 0.125" STEEL) 11.875" -I I 0.513° 1.544' I- 1.521 -I 2.521 ° --- 45 1�2" I.G. TRINIiI' LITE FRAME POLYPROP. TRINITY PLASTIC LRE KIT MATERIAL APPROVED UNDER NOA X07-0828.01 o� 585"-:::1, 0.482" 1.730"0.675' 2137° 1.012 O O 11 - 1.38," 52 DOOR LATCH STRIKE PLATE DOOR LATCH DEAD STEEL 53 B�Lsfli,ll9OLT FPtj PSI STEEL DIA. VARIES WITH HARDWARE USED b 0 WOOD LOCK BLOCK 15 FINGER JOINTED PONDEROSA PINE I I ---I � 0.125° I :. 1.544" 1.586' f-- 1.750° 1.752° --I �---- 2.518" 2.621' --- 8° G D 47 " POLYPROP.-ME 38 POLIPROP. TRINRY PLASTIC LRE KIT MATERIAL OOL PLASTIC UTE KIT MATERIAL APPROVED UNDER NOA 7-0828.01 APPROVED UNDER NOA #10-1209.01 jo -7 5' 0.375° --i �-- I 3/8' QUARTER ROUND 32 SIDEEITE STOP 2.040° PINE O 0 -I 1.375° �-+-n L I O O I�1 ONUI O1k CAPE �G��HfNGE OPINE (81.25° LONG) 04. x 4" x 0.097° THK. STEEL. 4.000' �j \��\\ • 0.582 1.000° I- 4.041' - BY D= BY' JWJ cm BY: S. SAFFELL S-2104 6 OF Prepared Hr- •�_��` '. r.•e.+m• • BUAAING DROPS, INC. Phone:407-644-6957 A_ rer� p ,m a I= 407-644-2366 D= BY' JWJ cm BY: S. SAFFELL S-2104 6 OF