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WS-13-295 Miami Shores Village Building Department FEB 13 2013 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 » Tel:(305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 FBC ZU lC� BUIL ING Permit No. PERMIT APPLICATION Master Permit No. 2,1), Permit Type: BUILDING ROOFING JOB ADDRESS: E2 51 &)E 102 ST City: Miami Shores County: Miami Dade Zip: / Folio/Parcel#: t I >30as - Q 0(9 IV 0 Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): Phone#30S —J 5-I — 5- 7/ Address: City: State: TenantlLessee Name: Phone#: Email: CONTRACTOR:Company Name:?Lr.°A 1!Sh\ W _IA( Phone#:'Z`a I:i9 Address: , City: Stater Zip: Qualifier Name:_j 1 ,1�' :�Pl�.C.e `7 a j A_ naJ Phone#: J PA `z a';J'-- State Certification or Registration#: (-', C1 S t S,3 Certificate of Competency#: _ L� ` Contact Phone#:Sta �� _Email Address: S 0+0�to� o !IA.i f )&i- '� DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ , (0(f7 0 Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration, ,,r ❑New ❑Repair/Replace ❑Demolition Description of Work:129 d L Ca an) 1-,,) 1 M, Color thru tile: Cyv Submittal Fee$Sb _Permit Fee$ ® CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ ° i Bonding Company's Name(if applicable) Bonding Company's Address City State zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Notice to Applicant. As a condition to the issuance o a building permit with an estimated value exceeding$2500, the applicant must PP f g P promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be roved ar nspection fee will be charged. Signa Signature er or Agent Contractor The foregoing instrument was acknowledged before me this /a The foregoing instrument was acknowledged before me this day of --i A-1 ,20 5—,by 63Tifl- &c0co day of a-Q�d 20/3 ,by �/c /Q 0 who is per wn to me or who has produced who is per pall wn to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: V = Print: 34^,61 llu�e N Print: My Commission Expires: My Commission Ex ' e�Y Pve Notary Public State of Florida $°�W PP'3/-Z71P1ans State of Florida =° �^ James Howell ell _ ® My Commission EE132661 iionoEE132661 �, � Expires 09/22/2015 k �k15kaknkAPPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) STORM-1 OP ID:AM CERTIFICATE OF LIABILITY INSURANCE FD�021MO/711DDNYYY) 2 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(ies) 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 certificate holder in lieu of such endorsement(s). PRODUCER CONTACT 954-731-5566 NAME: W.F.Roemer Insurance Agency PHONE FAX 4752 W.Commercial Blvd 954-731-8438 A/C N Ft l: Arc No): Fort Lauderdale,FL 33319 E-MAIL Jonathan F.Remes ADDRESS. INSURERS AFFORDING COVERAGE NAIC# INSURER A:Mid-Continent Casually Co 23418 INSURED Storm Tight Windows,Inc. INSURER B: 1918 Corporate Drive INSURER C: Boynton Beach,FL 33426 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD 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 AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE AD POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MWDD MMIDD GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 A X COMMERCIAL GENERAL LIABILITY 04GL000848429 05106/12 05/06/13 DAMAGE SET RENTED occurrence $ 100,00 F CLAIMS-MADE FK OCCUR MED EXP(Any one person) $ Exclude PERSONAL&ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY X PRO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS Par accident $ $ I UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY YIN TORY LIMITS ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? F—] NIA (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes, escribe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT I$ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,K more space is required) CERTIFICATE HOLDER CANCELLATION MIAMIS2 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Village of Miami.Shores ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2 Ave. Miami Shores, FL 33138 AUTHORIZED REPRESENTATIVE Q f ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 26(2010/05) The ACORD name and logo are registered marks of ACORD D Y) ATE(MMIDDIYYY a . . CERTIFICATE OF LIABILITY INSURANCE 02/08/2013 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 certificate holder in lieu of such endomement(s). PRODUCER CONTACT NAME: Andrew Atsaves c/o Artex Risk Solutions,Inc. PHONE 480 951-4177 ac No): 480 951-4266 8800 E.Chaparral Rd,Suite 230 E-MAIL Scottsdale,AZ 85250 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC d INSURER A: American Zurich Insurance Company 40142 INSURED INSURERS: First Financial Employee Leasing IV,Inc. Alt.Emp:Storm Tight Windows Inc INSURER C: 11400 Parkside Dr Ste 500 Knoxville,TN 37934 INSURERD: INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER:13TNO08832884 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD 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 AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADD POLICY NUMBER MPMLID EFF POLICY M EXP UNITS LTR GENERAL LIABILITY EACH OCCURRENCE $ DAMAGS TO COMMERCL4L GENERAL LIABILITY PREMISES E T e e $ CLAIMS-MADE F1 OCCUR MED EXP M one $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEITL AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ POLICY PRO LOC $ AUTOMOBILE LIABILITY a eBINED LE LIMIT ANY AUTO BODILY INJURY(Per parson) $ AUTOS SCHEDULED BODILY INJURY(Per accident) $ HIREDAUTOS NON-OWNED (Pe PROPERTY DAMAGE $ . . _ . _ I . . .. .. _ . .. $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS UAB CLAIMS-MADE AGGREGATE $ DED RETENTION $ WORKERS COMPENSATION X VJC ST M OTH AND EMPLOYERS'LIABILITY YIN ER ANY PROPRIETORIPARTNERIEXECUTIVE N/A WC 47-58-218-01 01/01/2013 01/01/2014 E'L EACH ACCIDENT $ 11000,000 A OFFICERIMEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,desaibe under DESCRPTION OF OPERATIONS belay I I E.L DISEASE-POLICY LIMIT $ 1,000,000 Location Coverage Period: 01/01/2013 01/01/2014 Client# 5731 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,K more space is requbeQ Coverage is provided for Storm Tight Windows Inc only those employees 1918 Corporate Dr leased to but not Boynton Beach,FL 33426 subcontractors of CERTIFICATE HOLDER CANCELLATION Village of Miami Shores SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050 NE 2 Ave THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores,FL 33138 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORUD REPRESENTATIVE,/,,y/k rjz�r ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010106) The ACORD name and logo are registered marks of ACORD Miami s Village 10050 KE 2ndrAvenue Miami Shores;'1 I6dda'33138 Tel: (305)795.2204 Fax:-(305);756:8972 Several properties,in Miami Shores Village are located in a Special,Flood,Hazard Area_<{S`FHA) ae-determirr d-bq=th�FIOWl insur�o dfete Map(-'-- eve opment,in HA rrequites special-attention to help protect�life-and property-in th6,-unfortunate event of�a flood:Miami Shores Village flood-Damage Prevention Ordinance requires that theBuilding4Department determine if a structure will be "Substantially Improved" prior to issuing any permits for improvement or rspair: "Substantial>°improvrement"is'defined in Miami Shores Village Flood Damage Prevention Ordinance as follows: „r any reconstruction, rehabilitation, addition, or other Improvement of a structure, the r cost:of which equals-or exceeds 50 percent of the market,value of the structure;before the"start of construction!,of the improvement. This term-includes structures that have'incurred-- "substantial damage" regardless of the actuaP repair work performed." The starting date to determine cumulative costs will-be-12=months-prior to the issuancelof any permit under consideration. All future,work'considered:would requite'appropriate approvals prior to'construction. All Cumulative costs will be revaluated at the time the permits are issued: Q: Why was the 50%.figure chosen as the substantial improvement threshold? A: The 50%threshold was chosen as a compromise between the extremes of 1)prohibiting all investment to structure in SFHA and 2)allowing°`structures to be improved;'in�ahy fashion without regard'to the hazard present In the first alternative there:is potential for-causing hardship to those who have located in a SPHA without knowiedige-of the risk because the structure was constructed prior to,the.°designation of the area,as flood=prone: These individual could.;not improve their structures as damage or age dontr_ibuted to their deterioration. The second alternative provides`no mechanism to ensure that increased,investment in SFHA will receive needed protection from flood risk; thus-contributing to the increased peril of life and property. The threshold is thus a compromise at a halfway,point. "Market Value"-is defined in Miami Shores Village Flood Damage Prevention Ordinance as follows: "the building value, which is the property value excluding the land value and that of the detached accessory structures and other improvements on site(as agreed to between a willing buyer and seller)as established by what the local real estate market will bear. Market value can be established by an independent certified appraisal (other than a limited or curbside appraisal, or one based on income approach), Actual Cash Value(replacement cost depreciated for age and quality of construction of building), or adjusted tax-assessed values." Note: The"Market Value" does not include the value of the land or other improvements on the property. (ie: pool, gazebo etc.) Created on June 2009 A"substantially unproved"structure in a Flood Zone must be brought into contpl�ance with Miami Shores=Village Flood Damage Prevention Ordinance for new constru0_''6 t 'This:means a residential structure must be elevated to or above the level of the 10`0=year or-°base`flood and a commercial-structure must be effectively"flood proofed"and meet other apilicable, requirements.These regulations are based upon the Federal Emergendy Maegemerit Agency (FEMA) requirements and affect your flood insurance costs. Existing residentat"structures can be"substantially improved" by interior renovations or new additions or other improvements. EXAMPLE: In,order to-determine whether a.-proposed construction project would be classified as a subs sarntial!mprovement;:th07market value ofthe-buildirt"setts to-bw-detemnin-ei:'This value is found-onthe-official tax assessoes,card forthe property�or may berobtalned-by-a- licensed-property appraiser.That number is then divided by 2-to determine the substantial improvement,threshold - Therefore, a home with a market value of$100,000.00 could have no more than$50:000 worth of new construction/renovations and/or repairs before the house would have to be elevated above the 100 year base flood elevation as shown on the flood Insurance,RatarVaps.e It is the responsibility:of the Building Department staff to ensure,that the market value,estimates are accurate and the,cost estimate:reflects;the�actual costs to fully repair the,damage and--make any other improvements to the structure,The�staff requires',that the permit applicant or owner of the building-supply the proposed construction cost:estimate,or contractor's contract;to-make the,determinatiomr The:staff-then uses the latest"Means Square Foot Costs and "Means Construction Cost Data":books to determine the accuracy of the estimate.These are nationally accepted manuals, which itemize all components involved with construction.The manual provides adjustment rates-.to handle the.varying construction costs-throughout the country~ Q:What should be included in a contractor's_estimate? A: Basically,-the only,items that are not.included-in the cost include plans, specifications, surveys and permit fees.All materials that are permanently a-.part of thetstructure should be included in the cost estimate. These-items include,ibut,ar&notlirnited to Ywindows;�doors,., . hardwood floors, wall to wall carpeting;sheetrock, lumber;roofing:material; footings;,pilings, kitchen-cabinets and counter tops, bathroom vanities, tiling,plumbing futures,-new furnaces, hot water heaters, heating and air conditioning systems, electrical work and,labor. The cost of all materials involved in new construction or replacing and restoring a structure to its pre-damaged condition must be included. Even if volunteer labor or self-labor is used, it must be estimated based on minimum-hour wage scales for the type of-construction work that is done.r. Created on June 2009 a� SUBSTANTIAL IMPROVEMENT/DA (P L-IS"T (NOTE: THISMISTISINTENDED FOR G .IS'NOTALL INCLUSNE) ITEMS TO BE INCLUDED ALL ST "JC M tL tV}';L IT , ` a K ' INCLUDNNG Y Foundations including;r _ Spread footing, Continuous footing, All Labor and other Costs associated with isolated foetn"g, plies ailrpile cis De`m�Ilohteov�rgV�t� facing, Slabs'inclu�ing, Monohttic, floating, Install�r�g ft�lclr or Alter!ng Burlding elevated Components Walls including; Exterigr walls,Bearing CQnstn�ctipn tllianagement/aSupervision malls, Shear walls Overhead and;Profit Beams, Tie Beams, Columns and Posts Equivalent cost for: Wood decking, Floor and Roof Sheathing Donated Materials Trusses, Joist Volunteer Labor(indluding`owners and Windows/Doors friends) Any Improvements Beyond Pre=daii°iaged ALL BUILDING ELEMENTS, INCLUDING Condition, including; Interior Partitions, Walls, Columns Utility Upgrades Drywall, Ceilings, Code Upgrades Built in Furniture, Cabinets, Vanities All Fixtures ITEMS TO BE EXGi,UpED . Flooring, Tile, Carpet, §tone, Linoleum, ect. Plans and Specifications All Finishes including Drywall, Paint, ;Survey,Costs , - <a - , Stucco Plaster, Paneling, Tile, Marble, Elevation Certificate Coats. T_ and Moldings Permit fees Roofing Material Debris RenioVal ALL HARDWARE Items not coh dered'°to'be�REAL Property ALL UTILITY and SERVICE Rugs, Furniture, Refrigerator, Applianc""prove s not Built! EQUIPMENT Out d, 6*"lrn'i" "in "t 4' iuding; HVAC Landscaping Electrical System and Equipment Sidev�+alks, . Plumbing System and Equipment Patios Security System and Equipment Fences Central Vacuum System Yard lights Plumbing Fixtures Sheds Lighting Fixtures and Ceiling Fans Gazebos Water,Systems including Irrigation Softeners/Filtration Pool Created on June 2009 o rei 9 NOW Oar nM CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SKEET In actor nth EEA regulation antiami Shores Village food Damage l'revenhQn Odm�uce the costs ofl�improvements must)?eomtored• The costs of any�mproyenaents ui the past 12 months and the costs The"cost of iinpfovemenu`must include demolition,raw and fixushecl materials (include those donated), labor(including volunteer and'self perorrued) construction supervision and'inaagement, and overhead and profit'A list of itexds'tho costs of which are to be included airWell as,those'excluded is attached for your reference. (A Copy of the-Contract must be attached) PROPERTY.OWNER: ; , J Qx- PERMIT.,# ADDRESS: / ss IV 6 1013- �� N!lf�+'►l d1 v�Z.t�S 3 I -� ., FOLIO NUMBER: a)5"D ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: /COST OF PAST IMPROVEMENTS(12 MONTHS): 1610 U V® t COST OF PROPOSED IMPROVEMENTS:, ` 3®,ao (ATTACH;COPY OP CONTRACT) TOTAL CUMULATIVE COST O IMPROVEMENTS(past and proposed): VALUE OF PRINCIPAL STRUCTURE(attach appraisal): -/OWNERS SIGNATURE: DATE: . �E PLANREVIEWER• PLAN / �-� , REVIEWER SIGNATURE: DATE• ., f " PID# 1918 Corporate Drive Boynton Beach,FL 33426 JOB SIT @8 IGHT To1lLocal:561-420-0271w WINDOWS License#CGC 1515345 t When Jt Must be Done Right.-Caff Stonn Tfghtf Section Purchasers) Date ofAgmement..a/ ()t( /aQ o� Name: ESLLM PM�S60 Name: Address: S NE 90 'u-D 5h e 7 IMAM! SNORES State: _Zip:�� City: Hm Phone:305451 S - P one 2 3o S 519019%esc. hone 3 h q5:7019q esc. Email Address: T�R12yFACmPaiNTS6Cofutc�asT• NG Mailing Address(if different): Section II. Seller Agrees to Furnish the Following Windows,Labor,and/or Installation Services ROOM SIZE VVINDOVVIDOOR a. ta. LOCATION VV X H STYLE COLOR . OBS NOTES 33 Y6;1 QA LOH;i E g Oa i 3x D:�. Wit;�E 0 ig 0 0 0 �� ► 63x3 p.l�. �►r� � � � >� � asiEe Sn,rE 49 X�9 SGT CE W u;i>✓ >o 0 M im 1464 9 a4,ea-4 j).4, W14 Fi d Y PID# 1Q18 Corporate Drive . MTM IGHT T�BLocal:5601-420 0271 J°B# WINDOWS License#CGC 1515345 When It Must be Done R/ght..Ca/l Stonn Tlghtl Section L Par aser(s) Date ofAgreement —Q Name: qd-hetz EM dC--S0 Name: Address• 9955 tJi= pa 1U4 5-1-ft6T City.";fiF4i solmS StateA-. zip. 331 Hat Phone: Phone 2.305,rJoi 6J 9-5-dew. Phone 3 desc. Email Address: , F-RgY rACF- PalWI-S r' ro#4CA31.tif.T Mailing Address(if different): Section II. Seller Agrees to Furnish the Following Windows,Labor,and/or Installation Services ROOM SIZE WINDOWIDOOR WINDOWIDOOR COLOR GLASS GLASS GRI. OSS NOTES ? 06m�t 63x3 �. • U)9816 > 1 �1 fa 0 �� 3x Q•�. U,>�il� � � � � Q 'ta�G 63x33 �.�. �>•ti If � � � l� � icy 63'31 D.R. ()jif,iE 0 �GTc a l 19ti�19 Sti of Wit i�E 0 0 GAQO6E 63x3 q•�, tJFEij� t� � i� O ab6r6 63,43+ N_ �rfT1r c4 Ra 63X3 4 0 -0 0 ws�� 63x 3a D•+1, in>t�i tz< 1<a � � � � O Q 17 O O 17 O 17 l7 O Section IV. Remarks/Instructions Section V. Order to include: >afaterlal stidlatlou LaborXPemft temoval of all.Debris Swim tight Windows Was to fumieh materials and/or ham in accordance with the speci5cations in the window detail attached to this agreement.We will prepare,pay for.and submit the pan*package through our licensed comiaaor.Once the permit is authorized and ready,we will arrange for an installation date.When providing material only we will drop ship the material to the project she and the bomeowaers Is responsible for the labor and permits. Section VI. Price/Payments Cash Price of an items $ AOXG Q D Deposit Pata UUBf Df 31gn a�� Deposit Paid at Order $ "oi) xCheck q UO , O Payable on commencement $ Balance to be Paid Cash$ Finance$ .0`0 Specialnuancinginstractlens: iy24 Section VII. Terms and Conditions Tlda agreement hwudes tams m dm bwk side ofthis wmtm hank smdm vm. Section VIII. Buyers Agreement I/We the tmdatsigoed,hereby suditubm the contrentor to va*and review mylom credit reerd with an independent credit reporting agency sad askew them ftm all liability hamedfromhtadvatm t emissions mearns.Unless miter isaspec•!fled,it is understood that The purchamis ready for wink tobagia Binding and Complete Contract this is a binding and complete contract.You nay M easel this O rnamW except as stated,This contact covers sad sapasedes all convereetiom Asian"sad agreemens,exp msed or implied,between der Miles,dairagems or represents&a conbacmrto proame all panne by local law. Yon,the buyaq a�ay moceltl s' 'tt a<mytime priors mbldght oftla tbbd bvetnaes day after Wa dens of"transaction.See azrnmproytngNodce otf.mttlledon a torn torso axpbmatlon ifs htiack saga receipt ltlkd oftlds mpf tabag whhtlwa(�coWesQVg awe of wtivm whereat mis ai�,ct bas b i m on tbb day. 20 s_t et•�tp W A Af i Sid Buyers slftoamv Daro 4� D neprenatadae i` Bayersft ftra Dan nap Stgoatar. Property Viewer Page 2 of 2 Selected Property Information Back to Results Property Information Legal Description �. _...._�..._...� E .. _., ... .m_ Primary Zone: 1100 S L F,0.WLY 2301-2,500 S Assessment Information Exemption ICltl ltlTtrlti 3 l�jgIli� '��N��ll;�� 'r� Ix'NIGLEaF �L � I�x.. B+e:dslBathslHalt: &210 Sales Information ! FldarsR' � �P{ i Additional Information Lh;ing Units: 1 Amite ge. S4 a!ilia ui li% Featured Online Tools Lot Size: 16.0381 530 FT � " dG� '� MCI Tax Comparlson �. 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HC me, Pdvacy State neat Disclaim pr - About Us � .'FDA Notice +. Phnnp Directwy r,'ontar..t Us na http://gisweb.miamidade.gov/PropertySearch/ 3/18/2013 PID# 1918 Corporate Drive Boynton Beach,FL 33426 - S H TIGHT Toll Free: 800-249-4240 .im Mpg Local:561-420-0271 ��it WINDOWS License#CGC 1515345 C When it Must be Done Right...Call Storm Tightl Section I. II� Purchaser(s) Date of Agreement _/�/ Name: estRGl2 t'.A Ee'o Name: -�� Address: SS tJE IOQ L"9 Sh-e T City: MiPMi SI-IoRES State:rl Zip: 3 �, Hm Phone:105'4S1 S'4 1� p one 2 30 S S 19 019 5desc. Phone 3-190 IS des.. Email Address: Mailing Address(if different): Section II. Seller Agrees to Furnish the Following Windows,Labor,and/or Installation Services ROOM SIZE WINDOW I DOOR WINDOW I DOOR IMPACT MIRACLE LOCATION WXH STYLE COLOR GLASS GLASS GRIDS SCREENS OBS NOTES p24r,1 38 y 53� Q-�. W H I T E 9 10 Q 21 Ell oan�, 63 c 3� WI TE, ZI 1§ 0 JA 0 Qo M 63 z 3� Q.9, W Hi I6 0 1 Q ook5,6T 3x3 DA,_ WffIIG 0 0 Q Vogu b& I �,3 K 33 p.R, W�ii-IC- 0 0 10 Hns%e&F14 49 c u9 SL;DE W 411-6 N6ie Room 5A t 3� U 4, W 14('T-6 91 0 0 0 0 w–(Ec&m Go IZr 33 0,4- W4('-rE q d 0 171 Nei to COON �3�33 ��1 w�f fpooa w ,(a3 9 I(r 6 Fiorcioa�n 63L3� Y wut1�6 Section IV. Remarks/Instructions U vNEn- (�S 1 iii s Mi N d31JGIC A NV Al2 "fia Section V. Order to include: aterial_.�!gnstallation Labor_�/_Permit—Removal of all Debris Storm tight Windows agree to furnish materials and/or labor in accordance with the specifications in the window detail attached to this agreement We will prepare,pay for,and submit the permit package through our licensed contractor.Once the permit is authorized and ready,we will arrange for an installation date.When providing material only we will drop ship the material to the project site and the homeowners is responsible for the labor and permits. Section VI. Price/Payments Cash Price of all items S 3o'000 . 00 Deposit Paid in the form Deposit Paid at Order $ _'3,5`00. 0'0 Check# UOR rl Oft? Payable on commencement $ Balance to be Paid Cash S Finance$ . 0,0 Special Financing Instructions: Section VII. Terms and Conditions This agreement includes terms on the back side of this agreement labeled Section Vill. Section VIII. Buyers Agreement ]/We the undersigned,hereby authorize the contractor to verify and review my/our credit record with an independent credit reporting agency and release them from all liability incurred from inadvertent omissions or error.Unless otherwise specified,it is understood that the purchaser is ready for work to begin. Binding and Complete Contract:this is a binding and complete contract You may not cancel this agreement except as stated.This contract covers and supersedes all conversations;statements and agreements,expressed or implied,between the parties,their agents or representatives.Contractor to procure all pemdts by local law. Yoq the buyer,may cancel this tra .lion ate l e prior to mWnight of the mW business day aRm the date of rail traosa.Ho..See eerompa.yl.g Notice of Canmllatio. form for ea ezpla.ano.of rail t ackaowl g eipt of a completey tilled out copy,of thh contract along with Mo fi)cop or .oH a of....elation or..1. wimess whereof,this Seim co this tf aw day of U '20 -4 et•City d41 AV /.l0� ,State of / Buyers Stgnamre ..j2/aljaola Rcprmrotative Buyers Signature Date Rep Sig.amre PID# 1918 Corporate Drive S 13 TIGHT Boynton Beach,FL 33426 Toll Free: 800-249-4240 X06# WINDOWS Local: 561-420-0271 License#CGC 1515345 When it Must be Done Right..Call Storm Tightl Section I. { Pur haser(s) Date of Agreement Name: N16,9,0 1 Name: Address: 3955 1E A0a t?4 SJ2f,6T City; ";AM; S{i0R.E5 State:- Zip: 3313 8 Hm Phone:30S1G35]i Aat Phone 2315ri10oft desc. Phone 3:49011a439desc. Email Address: rEQU FACE P6 01 S 1 CQ OII C A S I Mailing Address(if different): Section II. Seller Agrees to Furnish the Following Windows,Labor,and/or Installation Services ROOM SIZE WINDOWIDOOR WINDOW/DOOR IMPACT MIRACLE i LOCATION WXH STYLE COLOR GLASS GLASS GRIDS SCREENS OBS NOTES �Lo ca'A go 63 koofq 3k3} M, tv i� QooM l�, (u4i NlilwP��l 63X3 D.�, Wxi ugtiy9 Stj of ��+iT& a o 6pea�� 63x33 D.�1. A 4jT6 > GA Qp� �3 x 3� CA�p6e 63X34 N, SA QA 66 D, W4 06 10 1 -0 0 O 36,3s D-9, w4i16 >� > Section IV. Remarks/Instructions Section V. Order to include: >Naterial nstallaflon Labor ermit Removal of all Debris Storm tight Windows agree to famish materials and/or labor in accordance with the specifications in the window detail attached to this agreement.We will prepare,pay for,and submit the permit package through our licensed contractor.Once the permit is authorized and ready,we will arrange for an installation date.When providing material only we will drop ship the material to the project site and the homeowners is responsible for the labor and permits. Section VI. Price/Payments Cash.Price of all items $ A0.030 00 xDeposit Paid yt,o eIIfo��f��,a$ aq Deposit Paid at Order $ 3,�f16 00 —Check# U Payable on commencement $ Balance to be Paid Cash$ Finance$'j .00 Special Financing Instructions: r n5 Section VII. Terms and Conditions This agreement includes terms on the backside of this agreement labeled Section VIII. Section VIII. Buyers Agreement I/We the undersigned,hereby authorize the contractor to verify and review my/our credit record with an independent credit reporting agency and release them from all liability incurred from inadvertent omissions or errors.Unless otherwise specified,it is understood that the purchaser is ready for work to begin. Binding and Complete Contract:this is a binding and complete contract You may not cancel this agreement except as stated.This contract covers and supersedes all conversations;statements and agreements,expressed or implied,between the parties,their agents or representatives.Contractor to procure all permits by]mat Iaw. You,the boyar,may are]tl osa {o at ssy flue prior to midnight of the third business day after the data of this traoamfion.See aarompasyiog Notice of Cancellation form for, ezplanago rls cht 1 ack edge receipt co=filled on obw of this coQ M olong I(�1\v�(2)copigs ojs otice of caocellatlon 11.27.lo witneu whereof,this sn t has b ed on this da oft..��//-r- 2a 9 atCi Nr.d M i S lil)11.�5 tau of F Buyers Signature Date JU0 Z j:) Representative Buyers Signature Date Rep Signature i 51s�o�s y also Miami shores Village Building Department �'j,�R ► 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#: DATE: o I J�► /�wr, e� Contractor ❑ Owner ❑Architect licked up 2 sets of plans and ther) Address: 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: RESUBMITTED DATE: PERMIT CLERK INITIAL: 5�oREs Miami shores Village IS Building Department ' 0911„ 10050 N.E.2nd Avenue �hy� Miami Shores, Florida 33138k ,A,e� Tel: (305) 795.2204i7RTDA Fax: (305) 756.8972 February 13, 2013 Permit No: WS 13-295 Building Critique 1. Provide a substantial improvement verification form. 2. The field copy set and the office copy set do not match. Product approvals missing. 3. Remove all product evaluations that are not part of the product approval. Norman Bruhn CBO 305-762-4859 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. 5NoeES � Miami Shores Village ` .r Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 L^ �'� Tel: (305) 795.2204 �LORmA Fax: (305) 756.8972 February 13, 2013 Permit No: WS13-295 Building Critique 1. Provide a substantial improvement verification form. 2. The field copy set and the office copy set do not match. Product approvals missing. 3. Remove all product evaluations that are not part of the product approval. Norman Bruhn CBO 305-762-4859 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. ti , t .0� 011 9 10 11 19 13 14 15 16 17 18 19 20 21 J-Bed ;µ �n Florida Room Master 23 24 N 0 8 i in . - It �. .. 7 �td COPY Kitchen Bed 3 Bath 2 6 28 27 26 t°, W 5 t'✓C m o r Garage ra w 1 �, U i � e z s ¢: 5 4 3 2 r T fl� o N Lo G Lu Miami Shores Village 4 - LA PROVED BY DATE - 2q NING DEPT •* * FEB 10 501 NOT TOSCAI BLDG DEPT CAM Jan 29,20 - SUBJECT 10 CCNIPI.I�l W1 PH ALL FEDERAL PA6H Site Plar STATE ANL)L:r(.jN, (HULES AND REGULATIONS ,- ENGINEERING EXPRESSO Design Wind Pressure(PMAx+, PMAX-): ASCE 7-10, Ch.30.4.2130.6.2 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 Max Positive Pressure(PMAx+) PMAx+ = gh(6o GCppos+ GCp) PMAx+ = g7GCZppm + GCp) PH:(954)354-0660 FAx:(954)354-0443 WWW.ENGEXP.COM Max Negative Pressure(PMAx-) PMAx-= gh(8G GCpneg-GCp) PMAx-= g -GCp) Wind Load Calculation ASCE 7-10 Chapter 30 Wind Loads-Components and Device Calculations:ASCE 7-10, Chapter 30,All Subsections Cladding .a Florida Building Code 2010 Site Information 1 52 x 38 Int 7 13.72 6.26 0.85 59.85 1.0 -1.1 41.5 -45.1 owner: Esther Budebo 2 36 x 62 End 7 15.50 8.90 0.85 59.85 1.0 -1.3 41.2 -54.3 Wind Speed(V): 180 MPH 3 36 x 62 Int 7 15.50 8.90 0.85 59.85 1.0 -1.1 41.2 -44.8 4 36 x 62 Int 7 15.50 8.90 0.85 59.85 1.0 -1.1 41.2 -44.8 Exposure Category: C 5 36 x 62 End 7 15.50 8.90 0.85 59.85 1.0 -1.3 41.2 -54.3 Velocity Pressure Coef.(Kh): 0.85 6 47 x 45 Int 7 14.69 5.11 0.85 59.85 1.0 -1.1 41.3 -44.9 ASCE 7-10 Ch.30.3.1 Table 30.3-1 Directionality Factor(Kd): 0.85 7 36 x 62 Int 7 15.50 8.90 0.85 59.85 1.0 -1.1 41.2 -44.8 Topographical Factor(KZT): 1.0 8 36 x 62 Int 7 15.50 8.90 0.85 59.85 1.0 -1.1 41.2 -44.8 9 36 x 62 Int 7 15.50 8.90 0.85 59.85 1.0 -1.1 41.2 -44.8 Structure Information 10 36 x 62 Int 7 15.50 8.90 0.85 59.85 1.0 -1.1 41.2 -44.8 11 36 x 62 Int 7 15.50 8.90 0.85 59.85 1.0 -1.1 41.2 -44.8 12 37 x 62 Int 7 15.93 8.90 0.85 59.85 1.0 -1.1 41.1 -44.7 13 37 x 62 Int 7 15.93 8.90 0.85 59.85 1.0 -1.1 41.1 -44.7 l � 14 36 x 62 Int 7 15.50 8.90 0.85 59.85 1.0 -1.1 41.2 -44.8 15 36 x 62 Int 7 15.50 8.90 0.85 59.85 1.0 -1.1 41.2 -44.8 16 36 x 62 Int 7 15.50 8.90 0.85 59.85 1.0 -1.1 41.2 -44.8 nd 17 36 x 62 Int 7 15.50 8.90 0.85 59.85 1.0 -1.1 41.2 -44.8 18 36 x 62 Int 7 15.50 8.90 0.85 59.85 1.0 -1.1 41.2 -44.8 Risk Category: II 19 36 x 50 Int 7 12.50 5.79 0.85 59.85 1.0 -1.1 41.8 -45.3 Building Classification: Enclosed 20 36 x 50 Int 7 12.50 5.79 0.85 59.85 1.0 -1.1 41.8 -45.3 Int.Pressure Coef.(GCpi): 0 18 21 36 x 50 Int 7 12.50 5.79 0.85 59.85 1.0 -1.1 41.8 -45.3 ASCE 7-10 Table 26.11-1 22 25 x 25 Int 7 4.34 1.45 0.85 59.85 1.0 -1.1 42.4 -46.0 Mean Roof Height(h): 12 ft. 23 46 x 45 End 7 14.38 4.90 0.85 59.85 1.0 -1.3 41.4 -54.7 Roof Slope(e): Sloped 24 36 x 62 End 7 15.50 8.90 0.85 59.85 1.0 -1.3 41.2 -54.3 Roof Slope Coefficient(8c): 1.0 25 36 x 62 End 7 15.50 8.90 0.85 59.85 1.0 -1.3 41.2 -54.3 Min.Building Dim.(L): 58 ft. 26 36 x 36 Int 7 9.00 3.00 0.85 59.85 1.0 -1.1 42.4 -46.0 End Zone Distance(a): 5.8 ft. 27 36 x 62 Int 7 15.50 8.90 0.85 59.85 1.0 1 -1.1 1 41.2 -44.8 28 36 x 62 Int 7 15.50 8.90 0.85 59.85 1.0 1 -1.1 1 41.2 1 -44.8 1.THEN FORMATION ENTENDED TO PROUD ED ESGN PRESSURES FOR THEPURPOSE OF THE NSTALLATION OF GLAZED UNITS&OFENNGPROTECTIONASPROPOSEDMD PROUD ED BYOTHERS,NO CERTFCAMN.ERHER FRANK L.BENNARDO,P.E. -v, EXPRESSED OR MPLIED,IS OFFER ED AS TO THE VALDITYOR APPLCABLITYOF MY PROPOSED SYSTEM OR COMPONENT USEO ALONG WITH THESEPRESSURM&L PROD UCTSSHALL BE NSTALLED N STRCTACCORDMCE W RH Prepared In accordance With: VALDFLORDAMODUCTAPPROVALSMDMUS TMEETTHMEPRESSURMMRTHEGNEN SIZE LNFATIONS g FL PE 0046549 ASCE 2.NOCERWCATDNORREV ISOFFEREOTHATTHEPROPOSED UNITS MEETANY EGRESSREOUNEMENM&L EGRESS ESUESARETO READDRESSED BYTHE RERMITTNG CONTRACTOR AND THE LOCAL BULDNG OFFCK. _ ASCE 7-10.Section 30. Wind Loads-Components and 3.TH E HOST STRUCTURE SASSUMEO TO BEADEOUATETO WITHSTAND THE LOADS MPOSED SYTTE DESIGN ASWORKREPLACES EXISTNG FRAMNG,OR OPENNGSDESGNED AND CERTFIED WM ENGNEER OF RECORD(MR Cladding HECONTRACTOR,BULDNGOFFCLALSHALLVERFYTHATTHE SUBSTRATE EXPOSED DURNGWORKE SOUND FOR NSTALLATLON OFTHSSYSTEM F DEFCENCESAAE FOUND N THE EASTNG HOST R f B OR THEMRSHALLBENOTFIEDBEFORECONTNUNGCONSTRUCTI)NMDRESERVESTHERIOHTTORE-NSPECTMDRE-EVALUATEDES ION.NOWARRANTY,ERHEREXPRESSEDORMPL ,SCONTANEDHMM. N'/ Florida Building ode 2010 ed. A.OMENSDNSARESHOWNTOLLUSTRATEDESENFOROMMDOTHERDESDNCRITERV THEYMAYVMY&nHTLY,TOTHEE M TTHATTHEOPDJNGMFASNOTSMALLERTHMl5%OFTHEMGNE MDESDN. of VVV G tJ g CONTRACTOR STO VERFYML FFLD DMWMNSPRTOR TO NSTALLATION. " 1 �?T 5.ENGNEERSEALAFFIXEO HERETO VALDATESSTRUCTURAL DESIGN ASSHOWN ONLY.USE OFTHSSPECFCATION WCONTRACTOR.-L NDEMNFIES&SAVESHMML6STHSENGNEER FOR ALL COST&DAMAGES DNSOF; ©201311-i QYnpQft.c'OIn LEGAL FEES&APPELLATEFEESRFSULTNG FROMMATEROL FABRCATDN,SYSTEM ERECTION,&CONSTRUCTDN PRACTCESBEYOND THATWHCH SCALLED FOR WLOCAL,STATE&FEDERAL CODES&FROMDEVIATDNSO FTHE T1 U PLM. +.s.,,. .. 111.stormtight-1 n Budebo,Esther 6.ENGNEERNGDD'RESSHASNOTVS MTHSJOBSITENFORMAMNCONTMMHERENSBhSMONCONTRACTOR SUPP E)ATAMDMEAS AWMTaMGNEMNGEXPRESSSHALLNOT BEHELDRESPONSSLEORLWBLEN °^.. CA TH MYWAYFOR ERRONEOUSOR NACCURATEDATAOR MEASURWENTSM ORKS HALLBEFELD YERFED MDR TO CONS'TRUCTION.ENGNEERNG EXPRESSSHALL BE NOTFED AND GNEN M OMORTUNRYTO R&WV UATEOUR 1• �fEER WORKUPON DECOVERYOFMYNACCURATENFOR-TION MDR TO MODFCATION OF EXETNG FELD CONDITIONSMD FMRCATION AND NSTALLATION OF MATERW S. WITH RAISED ENCiIIV CCII SEAL 01/27/2013 Page 1 of 1 T'EXCEPTA3plP FSSLYPROMMHM&N,NOADDITDNALCMTFCATIONSORAFFIRMATIONSMENTENDED. VALID FOR JOB ONLY III 0=0 01161 U A Milli,I 1! 11111111 A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Corner Zone-10%of least horizontal dimension or 40%of the mean roof height,whichever is smaller,but not less than 4%of least horizontal dimension or 3 ft. OPENING (Location) IS THIS A PRODUCT PRODUCT APPROVAL REQUIRED OPENING MAXIMU ROUGH MULTIPLE ARE LOCATION Corner Zone WINDOW GLAZING ACCEPTANCE APPROVED PRESSURE RATING DESIGN PRESSURE M OPENING WINDOW SHUTTER NUMBER or Interior OR DOOR TYPE NUMBER (+}PSF (-)PSF (+}PSF (-}PSF TESTED DIMENSIONS MULLION REQ Y/N SIZE REQ YIN/NA 1 Int Window 7/8"Lamil.G. 12-0223.11 55 55 41.5 -45.1 53x77 5208 No No 2 End Window 7/8"Lamil.G. 12-0223.11 55 55 41.2 -54.3 53x77 36x62 Yes No 3 Int Window 7/8"Lamil.G. 12-0223.11 55 55 41.2 -44.8 53x77 36x62 Yes No 4 Int Window 7/8"Lamil.G. 12-0223.11 55 55 41.2 -44.8 53x77 36x62 Yes No 5 End Window 7/8"Le iI.G. 12-0223.11 55 55 41.2 -54.3 53x77 36x62 Yes No 6 Int Window 7/8"LamiIG 12-0223.09 55 55 41.3 -44.9 74x63 47x45 No No 7 Int Window 7/8"Lamil.G. 12-0223.11 55 55 41.2 -44.8 53x77 36x62 No No 8 Int Window 7/8"I.amil.G. 12-0223.11 55 55 41.2 -44.8 53x77 36x62 No No 9 Int Window 7/8"Lamil.G. 12-0223.11 55 55 41.2 -44.8 5307 36x62 Yes No 10 Int Window 7/8"Lsmil.G. 12-0223.11 55 55 41.2 -44.8 5307 36x62 Yes No 11 Int Window 7/8"Lamil.G. 12-0223.11 55 55 41.2 -44.8 5307 36x62 Yes No 12 Int Window 7'8"L.il 12-0223.11 55 55 41.1 -44.7 53x77 37x62 Yes No 13 Int Window 7/8"LamiI.G. 12-0223.11 55 55 41.1 -44.7 5307 37x62 Yes No 14 Int Window 7/8"Lamil.G. 12-0223.11 55 55 41.2 -44.8 53x77 36x62 Yes No 15 Int Window 7/8"LamiI.G. 12-0223.11 55 55 41.2 -44.8 5307 36x62 Yes No 16 Int Window 7/8"L.il.G. 12-0223.11 55 55 41.2 -44.8 5307 36x62 Yes No 17 Int Window 7/8"Lamil.G. 12-0223.11 55 55 41.2 -44.8 53x77 36x62 Yes No 18 Int Window 7/8"Lemil.G. 12-0223.11 55 55 41.2 -44.8 5307 36x62 Yes No 19 Int Window 7'8"LmiI.G. 12-0223.11 55 55 41.8 -45.3 5307 36x50 Yes No 20 Int Window 7,8"Lemil.G. 12-0223.11 55 55 41.8 -45.3 5307 36x50 Yes No 21 Int Window 7/8"Lamil.G. 12-0223.11 55 55 41.8 -45.3 5307 36x50 Yes No 22 Int Window 7.8"Lamil.G. 12-0223.11T 55 55 42.4 -46.0 5307 1 25x25 No No Jill IIO IIN1/ " ii • 4 k,I I ki rel 1 k,I no ! A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Comer Zone -10%of least horizontal dimension or 40%of the mean roof height,whichever is smaller,but not less than 4%of least horizontal dimension or 3 ft. OPENING (Location) IS THIS A PRODUCT PRODUCT APPROVAL REQUIRED OPENING MAXIMU ROUGH MULTIPLE ARE LOCATION Corner Zone WINDOW GLAZING ACCEPTANCE APPROVED PRESSURE RATING DESIGN PRESSURE M OPENING WINDOW SHUTTER, NUMBER or Interior OR DOOR TYPE NUMBER (+)PSF (-)PSF (+)PSF (-)PSF TESTED DIMENSIONS MULLION REQ Y/N SIZE REQ YIN/NA 23 End Window 7/8"LamiIG 12-0223.09 55 55 41.4 -54.7 74x63 46x45 No No 24 End Window 7/8"LamiI.G. 12-0223.11 55 55 41.2 -54.3 53x77 36x62 No No 25 End Window WLamiI.G. 12-0223.11 55 55 41.2 -54.3 5307 36x62 No No 26 Int Window 7/8"LamiI.G. 12-0223.11 55 55 42.4 -46.0 5307 3606 No No 27 Int Window 7/8"Lemil.G. 12-0223.11 55 55 41.2 -44.8 5307 36x62 Yes No 28 Int Window 7/8"La ii I.G. 12-0223.11 55 55 41.2 -44.8 5307 36x62 Yes No M®��E MIAMI-DADE COUNTY 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 IN NOF CCEPTANCE OA www.mlamidade v era i hwa g Y �,�17851 DuSt 6 HU A/C 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"5305 Tilt"White PVC Double Hung Window—L.M.I. PROVAL DOCUMENT:Drawing No.RPLS0064,titled"Series 5305 Tilt Double Hung Impact Vinyl Window",sheets l*through 8 of 8,dated 01/12/09,with revision D dated 02/07/12,prepared by PTC,LLC, signed and sealed by Robert J.Amoruso,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. C__ISSIL—E IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with a manu acturer's name or Logo,city,state, 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. TERNIINATION 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#09-0122.05 and-consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. —� NOA.No.,12-0223.11 M1aM�°°'°EC°urm Ex_pIration Date: May 06,2014 Approval Date: April 19,2012 . 'Pillill Page l Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. 2. Drawing No RPLS0064,titled"Series 5305 Tilt Double Hung Impact Vinyl Window",sheets 1 through 8 of 8, dated 01/12/09,with revision D dated 02/07/12, prepared by PTC,LLC,signed and sealed by Robert J. Amoruso,P. E. B. TESTS 1. Test report on: 1)Air Infiltration Test,per FBC,TAS 202-94 2-1-Uniform Sta is Air Pressure Test Loadm* er FBC TAS 202-94 3 Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact est per BC,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 series 5305 tilt double hung vinyl window,prepared by National Certified Testing Laboratories,Test Report No.NCTL-110-11422-2, dated 10/02/08 with revision dated 01/08/09,and addendum letter dated 03/12/09,all signed and sealed by Harold E.Rupp,P.E. (Submitted under previous NOA#09 0122.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007) prepared by PTC,LLC,dated 01112/09 and 04/02/09,signed and sealed by Paul E. Winter, P.E. (Submitted under previous NOA#09 0122.05) 2. Glazing complies with ASTM E1300-04 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.I. DuPont DeNemours & Co.,Inc, for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. 2. Notice of Acceptance No. 07-1016.05,issued to Dominion Plastics,Inc.,for their White Rigid PVC Exterior Extrusions,approved on 11/15/07,expiring on 10/24/12. Manuel Pere E. Product Control Ex in er NOA No.12-0223.11 Expiration Date: May 06,2014 Approval Date: April 19,2012 E-.1 Reawy Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEM 1. Statement letter of conformance complying with FBC-2010, d of no financial .—interest,dated February 07,.2012,,signed.and sealed y o ert_�,.Amoruso,P.E. 2. Laboratory compliance letter in the Test Report no. NCTL--110-11422-2,issued by National Certified Testing Laboratories,dated 10/02/08 revision dated 01/08/09, signed and sealed by Harold E.Rupp,P.E. (Submitted under previous NOA#09 0122.05) G. OTHER 1. Notice of Acceptance No. 09-0122.05,issued to Regency Plus,Inc. for their Series "5305 Tilt"White PVC Double Hung Window—L.M.I.,approved on 05/06/09 and expiring on 05/06/14. . Manuel Perez, Product Control Exa in NOA No.12-022 . 1 Expiration Date: May 06,2014 Approval Date: .April 19,2012 E-2 REGENCY PLUS 0 SERIES 5305 TILTD0UBLEHUNG IMPACT VINE WINDOW tug "ST",U"ONANCSORAGEDETAILS o a� RTHE NOTES: p O ODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED 5.IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION INSTALLATION NOTES: MPLY WITH THE HIGH VELOCITY HURRICANE ZONE REQUIREMENTS EXIST,USE OF AN APPROVED IMPACT 1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH 7.FOR CONCRETE BLOCK,DO NOT INSTALL INSTALLATION w )OF THE 2007 AND 2010 FLORIDA BUILDING CODE PROTECTIVE SYSTEM IS NOT REQUIRED. ANCHOR LOCATION SHOWN. ANCHORS INTO MORTAR JOINTS:EDGE DISTANCE IS 00 a ND ATTHE DESIGN PRESSURE 8TATED HEREIN. '"6 MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF Z O 8.WINDOW FRAME AND PANEL MATERIAL:WHITE RIGID PVC 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS MORTAR JOINT INTO FACE SHELL OF BLOCK.ODUCT DETAILS CONTAINED HEREIN ARE BASED (N.O.A.074016.05) THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR IGNED AND SEALED TEST REPORT# PRODUCT I(STALLATION. B.INSTALLATKV ANCHOR CAPACITIES FOR PRODUCTS''10.11422-2 DATED 12!01/08,ADDENDUM DATED 7.GLASS MEETS THE REQUIREMENTS OF ASTM E1300-04e1. HEREIN ARE BASSOON SUBSTRATE MATERIALS WITH S CI AND ADDENDUM it DATED 031 DRAWINGS AND SEE SHEET 8 FOR GLAZING DETAIL. ® '3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR THE fOLLOWINO PROPERTIES: '<r.F5-z ASSOCIATED LABORATORY STAMPED DRAWINGB AND WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE <n V 2 WERE TESTED IN ACCORDANCE WITH CURRENT DADS 8.DESIGNATION C('STANDS FOR THE FOLLOWING: SHIM SIZE IS 114 INCH.SHIM WHERE SPACE OF 1/18 INCH A.WOOD-PRESSURE TREATED(PT)SOUTHERN N C9 a F m q p COUNTY PROTOCOLS.® X:OPERABLE PANEL OR GREATER OCCURS.SHIMS)SHALL BE CONSTRUCTED YELLOW PINE.MINIMUM SPECIFIC GRAVITY OF&W p= ~ °1 OF HIGH DENSITY PLASTIC OR BETTER. ® LUMBER MUST COMPLY WITH FBC SECTIONS a Z 3.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE 9.A 1/3 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS 5. Z 6 a S MASONRY AND 2X FRAMING AS A MAIN WIND FORCE WAS NOT USED IN THE DESIGN OF THE PRODUCTS) .FOR INSTALLATION INTO W D FRAMING,USE#12 WOOD 2411.3.3.3 AND 2326.2 AS TO WOOD PROTECTIONK,,. V D B.CONCRETE MINIMUM COMPRESSIVE STRENGMZ ZI—�=m RESISTING SYSTEM CAPABLE OF WITHSTANDING AND SHOWN HEREIN.WIND LOAD DURATION FACTOR(Cd=1.0) - SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/21NCH OF 3182 psi,AND COMPLIES WITH AC1301. rn z TRANSFERRING APPLIED PRODUCT LOADS TO THE HAS BEEN USED FOR WOOD ANCHOR DESIGN.® MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 718 ®GNASONRY-STRENGTH CONFORMANCE TO ASTAf'. W 3 STRUCTURE 13 THE RESPONSIBILITY OF THE ENGINEER INCHE C.AS OR,ARCHITECT OF RECORD AND TO BE EVIEWED BY _ AGENCY HAVING JURISDICTION(AHJ). - 5.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/ S 4.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY, z ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE USE 3116 INCH fTW TAPCONS OF SUFFICIENT LENGTH TO O STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE ACHIEVE 1114 INCH MINIMUM EMBEDMENT.MINIMUM RESPONSIBILITY OF THE ENGINEER OR MCHITECT OF EDGE DISTANCE IS 2-6/6 INCHES.MINIMUM ANCHOR RECORD AND TO BE REVIEWED BY AHJ. EPARATION IS 21/4 INCH. 6.MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE In WALL FINISHES,INCLUDING BUT NOT LIMITED TO .. .. STUCCO,FOAM,BRICK VENEER AND SIDING. R lorld J..E.W 4,P.E florlda P.E.No.49762 FTdw mutt Oaelpn G wp PO B626776 LLC ox TABLE OF CONTENTS - Longwoo4 FL=62.OT%6 321.680-1788"pto-*wm SHEET REV. SHEET DESCRIPTION FBPECerelkstedAulnodzegon 1 D GENERAL NOTES,INSTALLATION NOTES&D.P.CHART NM25M 2 D ELEVATION&ANCHOR LAYOUT 3 D ELEVATION&ANCHOR LAYOUT PRODUCT RBVISBD 4 D VERTICAL SECTIONS _ -go AftwOhdlsFlalida 5 D VERTICAL SECTIONS Com DESIGN PRESSURE RATING(PSF) IMPACT RATING AoaaMptmos NO 8 D HORIZONTAL SECTIONS&GLAZING DETAIL S We 256.0 LARGE MISSILE 7 D BILL OF MATERIALS AND COMPONENTS IMPACT BY B D COMPONENTS&CORNER DETAIL M(sm pm�tF � z a MAX.OA WIDTH ®W/PARTING STOP 55" wo MAX.O.A.FRAME G �LL m WIDTH 53" TOP SASH o wa WIDTH 49.46" TOP SASH 2.63 TYP. o v —D.L.O.WIDTH HEAD&SILL 45.75" FROM PARTING STOP CORNERS 10.00"O.C.TYP. 3 m 6.00"FROM JAMB 4.00"TYP.FROM @ HEAD&SILL CORNERS TYP. g p CORNERS OF WINDOW 4.25"TYP. od',.N T' FROM PARTING STOP CORNERS TOP I I TOP SASH } >S 78" 7T SASH I I D.L.O. _ a �O} . MAX,& MAX. HEIGHT x HEIGHT i 13.25• m_ Qag m o HEIGHT W/ UNIT 36.625 I 32.813" 10.D0"O.C. O.C.TYP. _¢ O m PARTING FRAME TYP. X 3.00"O.C. o a z v STOP HEIGHT I -_°° I 1.00"O.C.� TYP. w=ad TYP. Cw9 j m"6 BOTTOM I 4 i BOTTOM SASH Q SASH ) I D.L.O. < . HEIGHT x HEIGHT REINFORCEMENT TYP. F 36.825 I 33.113" ® (TYP•) #721 CREW TYP-) X #8 X 15/8"SCREWS THRU "� 1 ——— SCREW(TYP.) ARTING STOPS w (1YP.) 5 w y 3.00"FROM CORNERS I I I 9.40"O.C.TYP. PAL HEAD&SILL TYP. @ HEAD&SILL Flodde PB Na 49752 BOTTOM SASH DLO WIDTH 46.8125" BOTTOM SASHa�t� WIDTH 50.125" ` r ''PTC Product oedlgn OrouD.U-z ELEVATION Po9ox52o»5..' ANCHOR ® �'Lori9wgo4 Fl_92{52-0796 321-690;,769 IMo®pldarycom EXTERIOR v>aw axrmuoR V>Bw W/PARTING STOPS FBPE Caili9aatedAUlhodze5on W/PARTING STOPS ft 2M5 PRODUCTRHVISED . as"I ng� Me Flurlde Aompmdee No rodoo Dam . gy � a N W MAX. O a u, o TOP SASH WIDTH 49.46" oW 8 TOP SASH — u IT D.L.O.WIDTH o v 45.75" 3.00"FROM CORNERS Q HEAD&SILL TYP. ; 4 4 6.00"FROM JAMB ° aD CORNERS TYP. Z 0 TOP 13.25" z TOP SASH O.C.TYP. >5 77" SASH MAX. HEIGHT X 6 HEIGHT X 3.OTMP.C. ag FRAME 36.625 32.913" p—"m m o UNIT y=d-= E HEIGHT _ S•w_< $ OTTOM BOTTOM SASH 1.03"O.C. 2.00'O.C. m SASH D.L.O. TYP. T1 P• �y X HEIGHT 36.625 33.113" / ®REINFORCEMENT(TYP.) W 1 co 4 HEAD&SLL rn DETAIL 1 (SEE SHEET 7) bd& ANCHOR LAYOUT A FlV Nm PE • BOTTOM SASH onm P.e a 4 9762 DLO WIDTH BXTMUOR VIBW 46.8125" W/O PARTING STOPS BOTTOM SASH WIDTH 50.125" r ELEVATION 'N;O P,oEUd llepOm�P LLC` PO 13-620776. BXrMUORVMW _ 32I49wiw**AFl.32752lo-Nwm W/O PARTING STOPS MWE Cwdwa dA"� thn Nm?6935 PRODUCTRBVISBD as conPbing whh Ow Pb dda Bailding Cab Aco as"No fraltaaUeta Q+ BY Mimn Ptodael' CONCRETE/MASONRY BY OTHERS 718"MIN.EDGE DISTANCE a (SEE NOTE 4 ON SHEET 1) 3 t2 5/8"MIN.EDGE DISTANCE o ;� WOOD PROTECTION(SEE NOTE SHEATHING BY OTHERS $ ®SA,SHT.1)BY OTHERS < +�• q w ,y., `4 a 11/4'MIN. n 9 EXTERIOR FINISH 2X WOOD BY OTHERS v 3 EMBEDMENT 1/4"MAX SHIM G LL m BY OTHERS (SEE NOTE 4 ON SHEET 1) a o 3 PERIMETER SEALANT ' EXTERIOR FINISH 4 iX PT WOOD BUCK BY OTHERS 0.8 ®BY OTHERS BY OTHERS 1 9 (SEE NOTE 5 A 1/4"MAX.SHIM 1 1/2"MIN. c O ON SHEET I) EMBEDMENT 3 8 EXTERIOR INTERIOR PERIMETER 4 �. 3 5 ®B g LL 2 9 3: .� O 1 3 VERTICAL SECTION D CONCRETE SUBSTRATE EXTERIOR INTERIOR > 8 6�7 19 w�Eaz m o .. to= 2 m 1 2 o nd OL 0 INTERIOR ]O zy 6 EXTERIOR 8 HEIGOHf (E D VERTICAL SECTION z J WOOD FRAME SUBSTRATE µ1 m F WINDOW 8 >� FiE1GHT 2 2 N o j 1 7 ° F- 2 VERTICAL SECTION is C CONCRETE SUBSTRATE ERIOR a INTERIOR w EXTERIOR 2 1 8 8 EXTERIOR 25 INTERIOR 19 k 20 8 Raban J.Amauao.P.E 10 1 2X WOOD BY OTHERS Flonde P.E. aa752 rm 12 PERIMETER SEALANT 5 (SEE NOTE 4 ON SHEET 1) 61X PT WOOD BUCK BY OTHERS ®BY OTHERS 1 ®PERIMETER SEALANT 5 (SEE NOTE 5 ON SHEET 1) 41)Z BY OTHERS 1 1 114"MIN. 1 1/2"MIN. .: •., EMBEDMENT 1/4'MAX•SHIM EMBEDMENT EXTERIOR FINISH a 4. ' .a a , BY OTHERS PTC ft;r D.rW G oup LLC' • a' EXTERIOR FINISH LoAp -0776 BY BY OTHERS 3zt 500 t�991nbdpbo pxom CONCRETE/MASONRY F6PE CnnqP%fapJAuinau'a5on WOOD PROTECTION(SEE NOTE BY OTHERS(SEE NOTE ft 25M EDGE 4 ON SHEET 1) 7/8"MIN. DISTANCE ®8A,SHT.1)BY OTHERS as mgbdq with doPlmlds 2 518"MIN' VERTICAL SECTION aaaala� (TYP)DISTANCE SHEATHING BY OTHERS B WOOD FRAME SUBSTRATE A 2 4 (D-VERTICAL SECTION BY CONCRETE SUBSTRATE Miam• Product o 2 518"MIN.EDGE DIST. 1 1/2"MIN.EMBEDMENT 1X PT WOOD BUCK BY OTH RS Z;_ (SEE NOTE 5 ON SHEET 1) . 7/8"MIN.EDGE DIST. r CONCRETE/MASONRY BY WOOD PROTECTION(SEE NOTE ^ 3 OTHERS(SEE NOTE 4 ON BA,SHT.1)BY OT ERS A 1.1/2"MIN.EMBEDMENT SHEET 1) • • ° , . 4; R 2X WOOD BY OTHERS m SHEATHING BY OTHERS w ° 1 1/4"MIN.EMBED. (SEE NOTE 4 ON SHEET 1) p EXTERIOR FINISH d °• 6 o BY OTHERS 1X WOOD BUCK BY OTHERS 15 o �n EXTERIOR FINISH (SEE NOTE 5 ON SHEET 1) m° W PERIMETER SEALANT BY OTHERS a o 8 ® BY OTHERS 4 PERIMETER SEALANT 9 114"MAX.SHIM A BY OTHERS 1 1/2"MIN. o v 1 3/8"MIN.® EMBEDMENT 8 EDGE DIST, EXTERIOR 3 6 INTERIOR 4 MAX.SHIM 3 2 EDGE DIST, J VERTICAL SECTION EXTERIOR 3 8 INTERIOR } CONCRETBSUBSTRATE Q" 5 rc a at9 i� ,g HEIGHT,. 2 i v W=� WINDOW VERTICAL SECTION a m HEIGHT K WOOD FRAME SUBSTRATE of $g 2 1 uNi 1 EXTERIOR B INTERIOR w 6 EXTERIOR B INTERIOR 5 NmOed J,Amnw,P.E. fbrlde P.B.Na 49M PERIME ER SEALANT PERIMETER SEALANT 5 3/8"MINA �BY OTHERS 1 EDGE Dis® ABY OTHERS 1 EDGE DIST. tz 1/4"MAX.SHIM �•� ? ° 4' ° a 1 1/4"MIN.EMBED. EMBEDMENT 1X WOOD BUCK BY OTHERS e• 4''v (SEE NOTE 5 ON SHEET 1) `PTCProduU 08019h Omtip LLC •PO Sm 520778 EXTERIOR FINISH EXTERIOR FINISH BY OTHERS 321_09M788 Lwo*W0,FL 92752.0775 BY OTHERS CONCRETE/MASONRY CCo of�°o'�� 1X PT WOOD BUCK BY OTHERS BY OTHERS(SEE NOTE ® Nm 26035 ®(SEE NOTE 5 ON SHEEP 1) 4 ON SHEET 1) SHEATHING BY OTHERS 1 1/2'MIN.EMBEDA WOOD PROTECTION(SEE NOTE 1 1/2"MIN.EMBED.® WOOD BY OTHERS 7/8"MIN.EDGE DIST. PR�CT�rt� a cm noyl"with Ihm Fkrma A 8A,SHT.1)BY OTHERS 2 518"MIN.EDGE DIST, (SEE NOTE 4 ON SHEET 1) VERTICAL SECTION H"""'°a 004 Aoap—No - ! H VERTICAL SECTION WOOD FxAMESUBSTRATE CONCRETE SUBSTRATE Dy Ir1lat P(ad3mt w � 1 1/4"MIN.EMBEDMENT 1/4'MAX.SHIM 1/4"MAX.SHIM 1 1/2"MIN.EMBEDMENT -�•�{ � ^ Q 3 1 1 2 7 7 2 5 td 1 2 3 la ° a W� 2 5/8"MIN. v INTERIOR 2X WOOD BY OTHERS O tJ o EDGE DISTANCE (SEE NOTE 4 ON SHEET 1) G N a CL 7/8"MIN.EDGE DISTANCE ° o CONCRETE/MASONRY BY OTHERSJ,', EXTERIOR (SEE NOTE 4 ON SHEET 1) SHEATHING BY OTHERS GLAZING DETAIL 1 WOOD PROTECTION(SEE NOTE 8 6 2 (ON THIS SHEET) t9 t5 to 8 p U. EXTERIOR FINISH BY OTHERS z o ® 8A.SHT.1)BY OTHERS ERIMETER SEALANTBY OTHERS® ®PERIMETER SEALANT BY OTHERS 1X PT WOOD BUCK BY OTHERS WINDOW WIDTH g ®(SEE NOTE 5 ON SHEET 1) EXTERIOR FINISH ¢ S BY OTHERS <y HORIZONTAL SECTION HORIZONTAL SECTION ° F CONCRETE/MASONRY SUBSTRATS u WOOD BRAMBSUB3fRAT9 _j= a Q m IL(9w 1/2'GLASS BITE® W zo L 7 W 7/8"O.A.INSULATED GLASS CONSISTING OR® INTERIOR EXTERIOR LAMINATED GLASS:DSB ANNEALED GLASS, g 0.090'PVB INTERLAYER"BUTACITE"BY DUPONT,DSB ANNEALED GLASS, v t 7116"AIRSPACE,DESICCANT MATRIX EL SPACER,INTERIOR DSB TEMPERED GLASS S -j= 318"MIN.EDGE DIST.® t 2"MIN.EMBED. c 1 1/4"MIN.EMBED. 2 5/8"MIN. 1/4"MAX.SHIM 8 -!�i ®318"MINI 4 MAX. DGISHIM EDGE DIST. 1 1 2 7 2 7 2 1 27 AO 7/8'MIN.EDGE DIST.— 18 GLAZING DETAIL 1 . ° Robert J.Amon.%P.E. '\ FWda P.E.No.49752 �•' INTERIOR 1 1/2"MIN. EMBEDMENT �f <'. EMBEDMENT Iv V CONCRETE/MASONRY BY OTHERS 2X WOOD BY OTHERS (SEE NOTE 4 ON SHEET 1) EXTERIOR (SEE NOTE 4 ON SHEET 1) WOOD PROTECTION(SEE NOTE ® 8A,SHT.1)BYOTHERS o'•'•'• 1 8 2 1 8 I 18 PicPodO'ax*w?s' ua PO�Sox¢2076, SHEATHING BY OTHERS L."..Fl.527t z ons 521.890.1788 W.0PP ERIMETER SEALANT BY OTHERS® ®PERIMETER SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS �PErmis9tb�m lM IX PT WOOD BUCK BY OTHERS WINDOW WIDTH &(SEE.NOTE 5 ON SHEEP 1) >ntorntcresv►san EXTERIOR FINISH BY OTHERS v HORIZONTAL SECTION � rlOewu>,ar.R tididi6g Ct9rb l� WOOD BRAMBSUB&TRATB " Ion HORIZONTAL SECTION CONCRETE/MASONRY SUBSTRATE 09 Mi t)Rde PeoAml BILL OF MATERIALS ITEM q DESCRIPTION MATERIAL MANUFACTURER a 1 MAIN FRAME WHITE RIGID PVC DOMINION PLASTICS 2 SASH PANEL FRAME WHITE RIGID PVC DOMINION PLASTICS o 3 3 SASH COVER WHITE RIGID PVC DOMINION PLASTICS R 4 PANEL STOP/FRAME COVER WHITE RIGID PVC DOMINION PLASTICS N w 5 SLOPED SILL COVER WHITE RIGID PVC DOMINION PLASTICS �' I 6 GLAZING STOP WITH HANDLE WHITE RIGID PVC DOMINION PLASTICS W a g g 1 7 GLAZING STOP OPERABLE SASH) WHITE RIGID PVC DOMINION PLASTICS ° 8 REINFORCEMENT STEEL a N ROLL TECH INDUSTRIES Lu 1 POCKET COVER#1 WHITE RIGID PVC DOMINION PLASTICS 10 BUG STRIP VINYL 11 INTERLOCK COVER WHITE RIGID PVC DOMINION PLASTICS o 12 WEEP COVER NYLON CUSTOM CRAFT 13 0,21070.187"x0.300"CENTER FIN WEATHERSTRIP ULTRAFAB 14 314"X11/2"PARTING STOP(SEE NOTE 8A,SHT.1)G=0.55 MIN. PT PINE WOOD - m 15 SIKAFLEX 552 SILICONE SILICONE SIKA CORP. ,� LL 16 #8 X 1/2"TEK SCREW STEEL o 0 17 CAM TYPE SWEEP LOCK STEEL TRUTH HARDWARE 'y� 18 #8 WOOD SCREW STEEL © SASH LOCK ® LOCKING TILT SHOE 19 718"O.A.INSULATED GLASS CONSISTING OF: GLASS STEEL NYLON ¢'> DSB ANNEALED GLASS,0.090"INTERLAYER BY DUPONT,DSB _ TYP.WAIL TICKNESS NA TYP.WALL TICKNESS NA rn ¢Oa ANNEALED GLASS,AIR SPACE,DSB TEMPERED GLASS 1� m o 20 BULB VINYL WEATHERSTRIP VINYL UNIVERSAL POLYMERE&RUBBER 2.838" 1 1.240"•--i �` qqx a 21 FACE MOUNTED KEEPER STEEL TRUTH HARDWARE 0.68T o I 1" 5u "w=� 22 SPRING BALANCE -• BSI HARDWARE 23 LOCKING TILT SHOE NYLON BSI BALANCE SYSTEMS �1 24 TILT LATCH ZINC VISION INDUSTRIES 2.062" 1417. m 26 PIVOT BAR METAL VISION INDUSTRIES 26 SIKAFLEX 552 BACKBEDDING SILICONE SIKA CORP. I o 5 27 #12 WOOD SCREW STEEL - 0.736 m 1 �. 28 3/16"ITW TAPCON SCREWS ISTEEL ITW O MAINFRAME SASH PANEL FRAME 3 SASH COVER PANEL STOP/FRAME FACE MOUNTED KEEPER w WHITE RIGID PVC 2O WHITE RIGID PVC O WHITE RIGID PVC ® COVER ® STEEL w TYP.WALL 4.170'SS 0.07d' TYP.WALL THICKNESS 0.070" TYP.WALL THICKNES 0.065" WHITE RIGID PVC TYP.WALL TICKNESS 0.070" N �-4.170^-►{ TYP.WALL j-0.298" 1.750" 1- THICKNESS 0.070" -►,(It-0.150" J.knommD. 2.73 1.656" r 0.31( i, 1.326" 0, d le Florida P.E.N.49752 1.400" I I 1.�0" I I �_ CN -T T- 1 530" �1�'1 T 0.467" x~0.070" 1.350" r 1.835" O SLOPED SILL COYER GLAZING STOP/LIFI HANDLE 7 GLAZING STOP(OPERABLE POCKET COVER "I`I WHITE RIGID PVC WHITE RIGID PVC O LE SASH)WHITE RIGID PVC WHITE RIGID PVC ® SPRINGBALANCE TYP:WALL THICKNESS 0.075" TYP.WALL THICKNESS 0.055" TYP.WALL TICKNESS 0.055" TYP WALL r 3.450"---1 © 0.306" 1 THICKNESS 0.070' ADPQIDesgn01c.P.WC. -L 'Pb BOX 62075 2.155" 0.953" 0.891" 0.874" +0.000 Longwood.Et 5z75aD77c "857" -0.100 W-690-1m MiroR t&"ipxorn I 0.329'�f "� 1.220 DLq MAX FBPE Cm1lQgaleolAv111aMnjlan 1.121" Q f ) 09ao5eaa. ® IS EELME 1O WH TE RIGID PVCR ® PARTING STOP 1�5„+0.000 O �0.438" TYP.WALL THICKNESS 0.062" TYP.WALL THICKNESS 0.075" l WOOD 0.85" 1.077 0.100 #R m�D�ft �'�t -0.170" 1 j_ eamm�e t� IIU AaapMaw No 0.725" 0.914 t� 1.600" ® Bap6attonDaro - T-(-�-- 1.722" �3/4" 0.525" 4�41nmiDadaPiortuat�C irel N ® TILT LATCH ® PIVOT BAR G ZINCTYP.WALL TICKNESS NA METALTYP.WALL TICKNESS NA w rn 0.697" o 0.176" 0.323" 0.559" ° 0.345" 0.205" 0.352" 0.173" a 0.377' 0.709" IL 8 0.166"� 0.551" a• 0.748" ®e c 0.377" 1.906" 2.280" 0.368" ++ 5.622" 0.669" J—� —�{ 2.372" — 1.122" d 0.803" 1.067" 1.012" 0.709" 0.544" 0.157"� a O �U' t: m D IL Z8 8 uj % WELDED MITERED O CORNER CONSTRUCTION S O 1 S Fa � ®14 NO u� 1 w W ftW J.Amom—.P£ / FloMm P.E.No.49752 10"O.0 ®1a ® ®18 ®14 •Pro,Pmdi�a ogal�n'omuy,u,c. Po9ox'S2g77s• Longwooa.FL927s4-g775 azt.eeavao mro�ptacoipmm 18 ® ®SHIM F9PE cat k 266m,1 nzei10 DETAIL 1 IX PT WOOD BUCK PROOUCreewsBn ®BY OTHERS wcomplytng With(he Mod& NOTE: DWtd. Aaep�oo No 2'D 28.11 • PARTING STOP EXTERIOR PERIMETER gtp;��,p� TO BE SEALED TO 1X PT WOOD BUCK By WITH SIKA 551 SILICONE ® Mia Dado t 1 MIAMI- MIAMI-DADE COUNTY MAWAMM 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 CCEPTANCE OA www.miamidade.Qov/nera Regency Plus,Inc. � ) 1024 Locust Gap Highway C7oi�l2c�,ttfC, / � ount Carmel,PA 17851 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 light 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"5405"White PVC Horizontal Sliding Window—L.M.I. APPROVAL DOCUMENT:Drawing No.RPLS0063,titled"Impact Series 5405 Horizontal Slider Window",sheets 1 through 5 of 5,dated 11/26/08,with revision D dated 02/07/12,prepared by PTC LLC, signed and sealed by Robert J.Amoruso,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Noticd of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, 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 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 4 08-1210.12 and consists of this page I and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.12-0223.09 Pag MwMbDADE courrr�r Expiration Date: July 22,2014 Approval Date: April 19,2012 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No RPLS0063, Sheets 1 through 5 of 5,titled"Impact Series 5405 Horizontal Slider Window",dated 11/26/08 with revision D dated 02/07/12,prepared by PTC LLC, signed and sealed by Robert J.Amoruso,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2 Uniform S tatic Air P s T in d er FBC TAS 202-94 p 3 Water R istance Test, er FBC;TAS 202-9 4)Large Missile Impact Test per 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 a white PVC horizontal sliding window,prepared by National Certified Testing Laboratories,Test Report No. NTCL-110-11507-1,dated 08/18108,revised 09/03/08,with addendum letters dated 03/31/09 and 05/01/09,all signed and sealed by Harold Rupp,P.E. (Submitted under previous NOA#08-1210.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2007, prepared by PTC.LLC,dated 11/24/08,signed and sealed by Paul E. Winter,P.E. (Submitted under previous NOA#08-1210.12) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. 2. Notice of Acceptance No. 07-1016.05,issued to Dominion Plastics,Inc., for their White Rigid PVC Exterior Extrusions,approved on 11/15/07,expiring on 10/24/12. Manuel Perez, Product Control Exa V.09 NOA No.12-0 Expiration Date: July 22,2014 Approval Date: April 19,2012 E-1 Regency Plus,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATE 1. Statement letter of conformance com �inw�ith BC-2010 and of no financial U interest;dated February 07,2012, signed and sealed by Robert I Amoruso,P.E. G. OTHER 1. Notice of Acceptance No. 08-1210.12,issued to Regency Plus,Inc. for their Series 5405"White PVC Horizontal Sliding Window—L.M.I., approved on 07/22/09 and expiring on 07/22/14. 6-pMa Perez,P. roduct Control Examin r NOA No.12-0223.0 Expiration Date: July 22,2014 Approval Date: April 19,2012 E-2. 1tEGENCY PLUS, INC. a IMPACT SERIES 9405HORIZOATAL SLIDER WINDOW- L HI o INSTALLATIONANCHORAGEDETAILS gg+ Lr 8 3 � � D O GENERAL NOTES: co INSTALLATION NOTES: I.THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED 7.WINDOW FRAME MATERIAL:RIGID VINYL PVC 1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH S.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE TO COMPLY WITH THE 2007 AND 2010 FLORIDA BUILDING (N.CA.07-1016.05) ANCHOR LOCATION SHOWN. MUST BE MADE OF CORROSION RESISTANT MATERIAL OR ,o CODE(FBC)INCLUDING THE HIGH VELOCITY HURRICANE '`. HAVE A CORROSION RESISTANT COATING. 3 a ZONE(HVHZ)AT THE DESIGN PRESSURE(S)STATED B.EACH WINDOW ASSEMBLY SHALL BE LABELED WITH 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS 00 �i O HEREIN. A PERMANENT LABEL ANLNOR STAMP WITH THE THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR 9.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO ``` Z ^f7°a' EXTRUDER CODE AND"MOCA•AS STATED IN N.OA. PROD NOT INSTALL INSTALLATION ANCHORS INTO MORTAR s 2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED NO.07-1018.05. JOINTS.EDGE DISTANCE IS MEASURED FROM FREE. K m 3 $� UPON SIGNED AND SEALED TEST REPORT# 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE�' Q A Z NCTL-110-t 1607-1 DATED 08!20/08 AND ASSOCIATED 9.GLASS MEETS THE REQUIREMENTS OF ASTM THRU MAINFRAME WITH LOAD BEARING SHIM(S). SHELL OF BLOCK. LABORATORY STAMPED DRAWINGS AND WERE TESTED IN E1300-04e1. MAXIMUM ALLOWABLE SHIM SIZE IS 114 INCH.SHIM G�9 ZO ACCORDANCE WITH CURRENT DADS COUNTY ® WHERE SPACE OF 1116 INCH OR GREATER OCCURS, 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN ?a -� O PROTOCOLS. 10.DESIGNATIONS•X•AND"O"STAND FOR THE SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY ACCORDANCE WITH ANCHOR MANUFACTURERS •`^• FOLLOWING: LASTICORBETTER INSTALLATION INSTRUCTIONS AND ANCHORS SHALL ;,�<, �j 0-0 s 3.THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE X:OPERABLE PANEL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS w S TO THE STANDARDS LISTED IN THE 2007 AND 2010 FLORIDA O:FIXED PANEL 4.FOR INSTALLATION INTO WOOD FRAMING,USE#12 WOOD THAN THE MINIMUM STRENGTH SPECIFIED BY THE WOE ®,BUILDING CODE(FBC)AND I3 IN COMPLIANCE WITH SAID SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 12 INCH ANCHOR MANUFACTURER Z 0 = STANDARDS.INCLUDING HIGH VELOCITY HURRICANE ZONE 11.A 1/3 INCREASE IN ALLOWABLE STRESS FOR WIN MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 7/8 UU Z (WHIZ)REQUIREM LOADS WAS NOT USED IN THE DESIGN OF THE INCH. I1.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS tOat O F•: PRODUCT(S)SHOWN HEREIN.WIND LOAD HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH a 4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE DURATION FACTOR(Od•1.6)HAS BEEN USED FOR 5.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/ THE FOLLOWING PROPERTIES: o w MASONRY AND 2X FRAMING AS A MAIN WIND FORCE WOOD ANCHOR DESIGN. MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY, e 0 e RESISTING SYSTEM CAPABLE OF WITHSTANDING AND USE 1/4 INCH ITW TAPCONS OF SUFFICIENT LENGTH TO A.WOOD PT SOUTHERN YELLOW PINE-MINIMUM uj Lu TRANSFERRING APPLIED PRODUCT LOADS TO THE 12.IN AREAS WHERE WIND-BORNE DEBRIS ACHIEVE 1 114 INCH MINIMUM EMBEDMENT.MINIMUM SPECIFIC GRAVITY IS 0.55.LUMBER MUST COMPLY' U STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER PROTECTION REQUIREMENTS EXIST,USE OF AN EDGE DISTANCE I3 2-12 W INCHES. WITH FBC SECTIONS 2411.3.3.3 AND 2326.2 AS TO` Lu OR ARCHITECT OF RECORD. APPROVED IMPACT PROTECTIVE SYSTEM IN NOT WOOD PROTECTION. NEEDED. 6.FOR PARTING STOP INSTALLATION USE#8 X 1112 INCH ®B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH Ole 5.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND DRYWALL SCREWS. 3192 psi AND CONFORMS TO AC1301. .ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE ®C MASONRY-STRENGTH TO CONFORM TO STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 7.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE ASTM C-90. RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF WALL FINISHES,INCLUDING BUT NOT LIMITED TO R~J.A—..PP_RECORD. STUCCO,FQAM,BRICK VENEER AND SIDING. Floilda P.E.No.49762 8.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE ' GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS .l'`�' DETAILED HEREIN,THEN THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A.OUTSIDE HVHZ REQUIRE THAT A LICENSED ENGINEER OR ARCHITECT PREPARE AND SUBMIT , SITE SPECIFIC DOCUMENTS FOR USE WITH THIS 'PTC PmduA D `axWn Group.LLC DOCUMENT. PO 86:WTI6 B.INSIDE HVHZ:REQUIRE THAT ONE-TIME SITE Low 04 FLW62 4776 32t-690.1786 w4pto-ootpcom FROM HEMIA I-DADE APPLIEDFORUCT CONTROL FBPE C-016te afAamo4xa6oe FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL Nu 25876 DIVISION. TABLE OF CONTENTS SHEET REV. SHEET DESCRIPTION PRODUCT REVISED SUB—PIYLe6with16eFlodde 1 D GENERAL AND INSTALLATION NOTES BidldWOOD e 2 D ELEVATION AND ANCHOR LAYOUTS AcoVtmm No&.02 MCI 3 D VERTICAL SECTIONS ' DESIGN PRESSURE RATING(PSF) IMPACT RATING ptrotlat Data 4 D HORIZONTAL SECTIONS,GLAZING DETAIL&CORNER DETAIL B • LARGE MISSILE -y tloP_'c'C. 5 D COMPONENTS AND BILL OF MATERIALS �'0 IMPACT 0 0 g O U m 74"MAX. FRAME WIDTH 343116" 33" MAX. MAX. $ o D.L.O. D.L.O. a 7 3/4"MAX FROM z CORNERS(TYP.) 12"MAX.O.C.(TYP.) $ tv @ HEAD&SILL @ HEAD&SILL 0 FROM PARTING 121/2'MAX O.C.(TYP.) Q ❑_g 8 C STOP CORNERS @ HEAD&SILL 3 3 8114"MAX ?M F ° H o � FROM PARTING In x nQ w z STOP CORNERS-(fYP.) y N, 0 5 1/2"MAX. z 7 D F FROM FRAME 63" 4 4 CORNERS(TYP.) MAX. E ii 3 571/2" 13" 12" S W g FRAME 58 3/4' 4 O ii X 4 MAX O.C.TYP. O X O.C.TYP. R LU HEIGH U) 1 MAX. a D.L.O. v D.L.O. ii u it STEEL u INSTALLATION d/ REINFORCEMENT ANCHOR(TYP.) Robed J.Amomeo,PE PARTING STOP 1 1/2"x 1/4"WEEP HOLE ANCHOR(TYP.) 8"MAX.O.C.FROM Flaide P.E.NO 49752 q 2 5/8"FROM END(TYP.) RAME CORNERS(TYPJ 3 STEEL REINFORCEMENT FHEAD ) FIXED W/(2)EVENLY ILL SPACED META L SCREWS AX.FROM.(fYP.)@ AD&SILL 11 . -,'OTC.Pfww tleegn G...UC ELEVATION ANCHOR LAYOUT P°Box ii2 Y7i LMW004 PL 327520775 BXTBRIOR VIBW EXTERIOR VIEW 321.690.1799 mm®Placap. FSPE Cw99oate dAulborlration No.26935 PRODUCCREVISED ' w oamplying with tlro Flotilla ' Bdilding Code A pfrWi)eL 9 Ay - Mla r eda Nroduc CO r I ONE BY WOOD 13 1/4" ITW TAPCON #12 WOOD SCREW 12 NE BY WOOD P p BUCK BY OTHER INSTALLATION ANCHOR INSTALLATION ANCHOR OTHERS r (SEE NOTE 5, SHT. 1) 2 1/2" MIN. 7/8" MIN. (SEE NOTE 5, SHT. 1) WOOD BUCK PROTECTION EDGE DIST. SHEATHING EDGE DIST. TWO BY WOOD ° BY OTHERS 8 BY OTHERS �v 'v BY OTHERS § Z v ' ®`f o (SEE NOTE 4, SHT. 1) CONCRETE OR s. v v• _� EXTERIOR FINISH 0 0 MASONRY BY OTHERS v• a v v A 1 1/4' MIN. BY OTHERS ` H (SEE NOTE 4, SHT. 1) 10 a o v v EMBEDMENT #8 X 1 1/2" t 1 1/2" MIN. g� g DRYWALL SCREW #8 X 1 1/2"14 r:ti ..i<' lk w<^ EMBEDMENT $ a DRYWALL SCR is I r:'•a`r 14 #8 X 1 1/2 14 .. �3�y DRYWALL SCREW EXTERIOR Fl NISH 1/4" MAX. j 1/4" MAX. BY OTHERS SHIM SPACE 10 �' SHIM SPACE PERIMETER CAULK �� 10 BY OTHERS 21 PERIMETER CAULK n 1 BY OTHERS Q� 10 0 $ I I 21 5 IJ 8 1 � 8 � a 2 — 4 WINDOW.:: 5 g HEIGHT 18 15 ^ — &6!E in ai 2 --- 4 ;=a 08 N 18 15 IL N(o VERTICAL SECTION $ B CONCR6T8/MASONRYSUBSTTtAT}i �WINDOW EXTERIOR oPEMBLE PANM SHOWN, O 0 W� FD=SIMO,AR .g XT RIOR 1N?ERIOR J� HEIGHT DETAIL GLAZING C VERTICAL SECTION WOOD SUn51'R oP8RA SH 16 SHEEP 3 /5 P9xwsrmvAR O N, F 4 2 a 8 INTERIOR 5 1 21 11 9 2 8 16 4 15 6 FWd d.F_W 4.P.E. Flalds P.E.Na 49752 24 22 PERIMETER CAULK 10 23 BY OTHERS 10 #8 X 1 1/2" #8 X 1 1/2" �° 14 DRYWALL SCREW (�y RYWALL SCREW 14 17 0 1/4" MAX. _SHIM SPACE Q z 1 ° OTC PraPO Da 6z"s up,LLC EXTERIOR FINISH ti:�w1 X PoeoxS?.oG BY OTHERS '"' 2`' I ,•x;^'•�;�»; _L 490.4784 kloW"rp. 921.890.1788 IMoQpptowrp.00nl CONCRETE OR ° ° �, FWE N jAd"ts ofkAo ullm MASONRY BY OTHERS w o` ° v ° ° 1 1/4" MIN. Nn.2893s. EMBEDMENT (SEE NOTE 4, SHT. 1) ^' PRODUCfRtiVl88D ONE BY WOOD 'S " ° �4' ° ° 15 18 18 25 necanplyingwilhdwFlorldn BUCK BY OTHERS 1/4" TTW TAPCON 13 ' 2 1/2" MIN 81eo 0 (SEE NOTE 5, SHT. 1) ALLA11ON ANCHOR EDGE DIST. EXTERIOR M,nito0 N WOOD BUCK PROTECTION A CT'ION O HORIZONTAL SECTION ey CONCReTB/MASONRYSUn37RATE Apdo Ptadud n 1 BY OTHERS oP9RHALHPANBLSNOwN, MXSD SIMILAR II 1/4" MAX. SHIM SPACE #8 X 1 1/2" #8 X 1 1/2" 14 SHIM AS 14 DRYWALL SCREW DRYWALL SCREW 1/4" MAX. REQUIRED " MIN. EMBEDMENT g it g 1 1/2" MIN SHIM SPACE 15 16 3 7 B 10 1/4" ITW TAPCON s EMBEDMENT 10 1 19 17 16 INTERIOR 13 INSTALLATION ANCHOR § SHIM AS REQUIRED 7C:::::!2 °z #12 WOOD SCREW 12 q (� V' ' E DISTANCE MIN. Lf— EDGE DISTANCE ,g INSTALLATION ANCHOR r 3 CONCRETE OR MASONRY o O oo V BY OTHERS 7 MIN i V '•4 'a NOTE 4, SHT. 1 EDGE E DISTANCE (SEE ) 4' -.Q ISOLATION MATERIAL BETWEEN R O 2 8 21 23 Q• •Q• WOOD BUCK•& MASONRY r o OPENING BY OTHERS TWO BY WOOD {"a.• -"•, � FRAME BY OTHERS i�'F.•yS' J�O 't (SEE NOTE 4, T. 1) tk4•` ''.E:�a ,c; u ws ONE BY WOOD BUCK BY OTHERS (SEE �v SHEATHINGr� Q _ NOTE 5, SHT. 1). a. owl BY OTHERS 20 15 EXTERIOR 5 1 10 :� �.. .r.: 3 14 #8 X 1 1/2» _� �fi R F o. DRYWALL SCREW 14 10 PERIMETER CAULK PERIMETER CAULK DRYWALL SCREW of=a�c° w Z EXTERIOR FINISH BY OTHERS BY OTHERS a �0 BY OTHERS WINDOW WIDTH WINDOW WIDTH EXTERIOR FINISH s-l— E HORIZONTAL SECTION BY OTHERS i0 WOOD FRAME HORIZONTAL SECTION $ (FIEDP SO CONCRUMI 9 OPRRABLPAN®SULAR) IO �• o FD®D PANRL S9LARJ W aW WELDED MITERED W u 1 cow 7/8" O.A. LAMINATED GLASS CORNER CONSTRUCTION c~i� CONSISTING OF: EXTERIOR LAMINATED GLASS — 1 0. 15 (2) 1/8" DOUBLE STRENGTH ANNEALED GLASS W/ s 0.090" DUPONT "BUTACITE" INTERLAYE 0.41" AIRPSACE W/ DESICCANT 1 Rooa1J Amonmo PE MATRIX STEEL SPACER, Flodde P.E.No.49752 INTERIOR 1/8" DOUBLE 15. STRENGTH TEMPERED GLASS 15 EXTERIOR 16 2 / INTERIOR / W' v��' 17 \ 12'O.C.(M'•) $� GLASS SS BITE E INTERIOR 1/2" GLASS BITE / \4 PYc. POBOee�=15'Grow,uc PO BOX 620775' Longwood.FL 37752-9775 321-ems-1758 M bCOrpmm 1 / q F9PECO 5flcaleo A lhodzapp, N.25996 16 PRODUCTRI WISED 6 com 'W plying with Rio Plod" GLAZING DETAIL I 4 SHIM Ac;ftpta Code GLAZING DETAIL 2 NOTE: CORNER DETAIL 1X PT WOOD BUCK ration PARTING STOP EXTERIOR PERIMETER BY OTHERS TO BE SEALED TO 1X PT WOOD BUCK M iDRdopko6cl 9 WITH SIKA 551 SILICONE i O MAINFRAME WEEP HOLES(SILL): @ SASH FRAME GLAZING STOP+OPERABLE LITE co WHITE RIGID PVC 1/2"X i/2"EACH END(INT.TRACK) WHITE RIGID PVC Q GLAZING STOP W/HANDLE 4` WHITE RIGID PVC C4 ._ Co 0.070"THK. 1/2"X 3/8"MIDSPAN(INT.TRACK) 0.068"THK. WHITE RIGID PVC 0.055'THK. 5/8"X 318"EACH END(EXT.TRACK) 0.055"THK. 5/18" —� o 4 3/16" 1 5/8" _T 15/16" g ° 1. 1 1/2- /6" 5/16" a r o a 2 3/4 �(' @ SASH COVER 17.(ILAZING STOP-FIXED LITE is PANEL STOP/FRAME COVER C�1 ' 3/8" WHITE RIGID PVC WHITE RIGID PVC WHITE RIGID PVC o O m C10A 5/16" � 0.075"THK. 0.070"THK._� 5/16"0.050"THK. � _ 7/2" QQ 9/16" " N 1 318" 1"-( 1 5 8" z a N 8 a $ O POCKET COVER @POCKET COVER < ° (EXT.TRACK) (INT.TRACK) BILL OF MATERIALS N WHITE.RIGID PVC ITEM# DESCRIPTION MATERIAL SUPPLIER° 39 VS ° 0.070"THK. WHITE RIGID PVC Qa z 1 MAIN FRAME WHITE RIGID PVC DOMINION PLAS -S :1 �m 0.070"THK. 2 SASH FRAME WHITE RIGID PVC DOMINION PLASTICS WEEP HOLES: 3 GLAZING STOP WITH HANDLE WHITE RIGID PVC DOMINION PLASTICS �d T 314°X 3/8"EACH END dv "r 4 GLAZING STOP-OPERABLE LITE WHITE RIGID PVC DOMINION PLASTICS 1/4°X9116 MID SPAN ° 1 1/16" �T 5 POCKET COVER(EXT.TRACK) WHITE RIGID PVC DOMINION PLASTICS 1 1 1/18" 8 POCKET COVER INT.TRACK WHITE RIGID PVC DOMINION PLASTIiS �a . 7 SASH COVER WHITE RIGID PVC DOMINION PLASTICS 8 REINFORCEMENT(SASH FRAME)15 GA. STEEL ALLOY 100811010' REGENCY PLUS,INC: rn0 1 7/8" 9 INTERLOCK COVER WHITE RIGID PVC DOMINION PL ca 10 ARTING STOP WOOD PT SYP G=0.55 MIN. Og INTERLOCK COVER @ REINFORCEMENT 11 QAM SWEEP LOCK&KEEPER STEEL TRUTH WHITE RIGID PVC SASH FRAME 18 FIXED MEETING RAIL 12 412 WOOD SCREW INSTALLATION ANCHOR STEEL 0.070"THK. STEEL WHITE RIGID PVC t 13 1/4°TAPCON INSTALLATION ANCHOR STEEL ITW 0.066"THK 8 X 1 1/2"DRYWALL SCREW STEEL Robe^d'Ar"—.%P•E' 0.050"THICK EDGESEAL Florida P.E.No.40752 Fy=30-50 SKI 15 8"O.A.INSULATED GLASS(SEE GLAZING GLASS 15/16" Fu=37.b-68.7 KPSI O DETAIL ON SHEET 3) 18 SIKA FLEX 552 SILICONE SIKA rl 3/4" 17 GLAZING STOP-FIXED LITE WHITE RIGID PVC DOMINION PLASTICS /16"] 2 3/16" 18 FIXED MEETING RAIL WHITE RIGID PVC DOMINION PLASTICS 3/4" 19 PANEL STOP/FRAME COVER WHITE RIGID PVC DOMINION PLASTICS 20 POCKET INSERT-FIXED PANEL WHITE RIGID PVC DOMINION PLASTICS O10 21 FINSEAL WEATHERSTRIP VINYL ULTRAFAB PARTING STOP 25 REINFORCEMENT 22 NYLON HOUSED METAL ROLLERS NYLON/STEEL SAUNDERS ENG'G P"O PfOd 1DBSiti"0"..LLC wooD FIXED MEETING RAIL 2 1/18" 23 TILT LATCH VISION IND. LorhgwoocL FFL 32752-0775 STEEL 321 —l—k1bftk. rp.wm i 0.050"THICK 20 POCKET INSERT 24 WEEP HOLE COVERS PLASTIC RO-MAI FSPECarUlkidadAurNorizeUm Fy=30-50 KSI FIXED PANEL 25 REINFORCEMENT FIXED MEETING RAIL 15 GA. 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',.,4;{,... .,,,sr .,':s<... ?:.4ta...n<?ti,Y• ,t .St.<}' r,.,� .fie:M' '� p f �Y � ..r ,,.-,�.x.P , k ;:S v-: 4 M IAMI•UADE MIAMI-DADE COUNTY 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) wvvw•mismidade.gov/o6ra/ (:8501 wson n ustries,Inc. NW 90 Street edley,FL 33166 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 ine udi t e Hi h Veloci Hurricane Zone. DESCRIPTION: Cli ped Extruded Aluminum Tube Mullion w/and w/o Steel Reinforcement—L.M.I. APPROVAL DOCUMENT: Drawing No.LAW-ML-1001,titled"Aluminum u e- u lions eets 1 through 10 of 10,dated 04/27/10 with revision A dated 01/25/12,prepared by manufacturer,signed and sealed by Thomas J. Sotos,P.E.,bearing the Migmi-Dade County Product Control Revision stamp with the No ' e tance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile I�...Utac Resistant LABELING:-Each unit shall bear a permanent late wi the urels name or logo,city,state, 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 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 and renews NOA# 10-0610.02 and consists of this page I and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. =MLAWDADE Cou[vrr NOA No.i2-0121.07 � � Expiration Date: May 30,2017 Approval Date: March 29,2012 Page 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. LAW-ML-1001,titled"Aluminum Tube Mullions"Sheets 1 through 10 of 10, dated 04/27/10 with revision A dated 01/25/12,prepared by manufacturer, signed and sealed by Thomas J. Sotos,P.E. B. TESTS 1. Test report on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked-up drawings and installation diagram of 120"span aluminum tube mullions with C4 x 4.5 steel channel reinforcement,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-02-1714, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA# 03-0225.07) 2. 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 120"span aluminum tube mullions with C4 x 4.5 steel channel reinforcement,prepared by Hurricane Engineering&Testing, Inc.,Test Report No.HETI-02-1716,dated 8/27/02,signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under NOA# 03-0225.07) 3. Tensile Test report on 0.10"thick wall aluminum tube mullion,prepared by Hurricane Engineering&Testing, Inc.,Test Report No. HETI-02-T071,dated 09/16/02,tested per ASTM E8,signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under NOA# 03-0225.07) 4. Test report on: 1)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90"span mullion and a 45"high fixed window on top,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-1383, dated 2/13/96,signed and sealed by Gilbert Diamond,P.E. (Submitted under NOA#02-0501.05) 5. 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 sliding glass door,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-02-1718,dated 8/27/02, signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under NOA# 03-0225.06) Manuel-Perez Product Control Exa er. NOA No.12-0127.07 Expiration Date: May 30,2017 Approval Date: March 29,2012 E-1 Lawson Industries:Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 6. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 20294 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-02-1717,dated 8/27/02,signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under NOA#03-0225.06) 7. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 20294 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-1376, dated 1/31/96,signed and sealed by Gilbert Diamond,P.E. (Submitted under NOA# 03-0225.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 05/17/10 and updated on 01/25/12,prepared, signed and sealed by Thomas J. Sotos,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment, and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter.of conformance, complying with FBC-2010, dated January 25,2012, signed and sealed by Thomas J. Sotos,P.E. 2. Statement letter of no financial interest, dated May 20,2010, signed and sealed by Thomas J. Sotos,P.E. G. OTHERS 1. Notice of Acceptance No. 10-0610.02,issued to Lawson Industries, Inc. for their Clipped Aluminum Tube Mullion w/and w/o Steel Reinforcement—L.M.I.,approved on 10/06/10 and expiring on 05/30/12. Manuel P ; Product Control NOA No.12-0127.07 Expiration Date: May 30;20]7 Approval Date: Mareli 29,2012 E-2 THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT y e AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE o " ANCHOR/CLIP ANCHOR/CLIP COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. o° GLAZING HORIZONTAL MULLION e o 0 PRODUCT F RECTANGULAR ALUMINUM TUBE MULLIONS �_ y 3 USING MULLION PROPERTIES ONLY "^I y ANCHOR/CLIP HORIZONTAL MULLION TD. LAZING . n 11 # RODUCT 3 c c o :• + a ;• =EN OTES: m °n z So DUCT HAS BEEN DESIGNED TO COMPLY WITH THE J ,` ,, � j OF THE FLORIDA BUILDING CODE 2070 EDITION INCLUDING� + a TY HURRICANE N H i z VERTICAL VERTICAL II G PRODUCTS USED WITH THESE MULLIONS MUST MEET THE N w z O 2 MULLION MULLION 3 APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS I.E:WIND LOAD, WATER m g°- INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. A a z II 3. MULLIONS ARE APPROVED FOR IMPACT AND NON—IMPACT APPLICATIONS, Z = cv INCLUDING WINDOWS. DOORS OR COMBINATIONS MAY BE MULLED. W I GLAZING GLAZING GLAZING °¢ I— GLAZING 3 PRODUCT PRODUCT PRODUCT _J 1 ° PRODUCT 3 4. WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER V im g $ LOADS TO THE STRUCTURE. F p5.ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS V v EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHOR/CLIP 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS- z D z 3 ARE NOT PART OF THIS APPROVAL. 1 , 7.A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF p 4' �. `.. .f WOOD ANCHORS ONLY. 'r B. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, WT W2 W3 THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET j U MULLION SPAN MULLION SPAN THE REQUIREMENTS OF THE 2010 FLORIDA BLDG.CODE-SECTION 2003.8.4 �y i WIDTH (W) = w1 + W2 + W3 MULLION & CLIP NOTES: 2 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET z 2 OF 10 FOR DETAILS AND NOTES. ANCHOR/CLIP ANCHOR/CLIP a REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS o I HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET 4 OF 10 FOR DETAILS AND NOTES. ^ �• GLAZING ' REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS VERTICAL PRODUCT ��;. 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS ;. 3 3 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. MULLION + a + REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS S JI 9 GLAZING GLAZING ° A. PRODUCT PRODUCT va GLAZING GLAZING 11 m ; g PRODUCT PRODUCT 0 3 VERTICAL °N ¢g ANCHOR/CLI MULLION g F d en m ANCHOR/CLIP Lijf• , Wl W2 t•., ,j az °VJ. c O O.•e9O W T W2 " W MULLION SPANM�.�S PRODUCTREVISED as complying with Iho Tlodde I �G'• WIDTH (W) Wt + W2 WIDTH W = Wl + W2 ButldingCods C 2 2 Aceeptaaoo Not 9 4 oo �� •• Pac iratioa Date /7 • fil�, �� I TYPICAL MULLION ARRANGEMENTS l3y N Mia< a roddcF 1 a A ib9D :{ A62� 1.500 .156 TYP. -- .0`- 62 .125 3.000 3.500 M U) h o 1.405 4.000 0.000 .IIS 1.732 L '1 o'�° Rd 0 o �I! z 3.000 3.062 3.000 .113 I �- rn p o e ¢ a 4 v iL yygg 2 X 4 TYPICAL 2.000 1.732 2.062 2.000 Z> Z X R1 I- 4.500 -�i STD TUBE WINDOW FRAME Z q z Z5 2X MULLION CLIP Z O 00 ZZ 8063-TB .I68-� II II .156r II 7- W 3 a- ! .3 d O .102 V«I.000»I 102 IL i-1A00� .156 rI 078 6.000 1.062 1.188 F1.062+1 I.Ig6 1+1A62+i .� ,'� Ui NOTCH 1.v OPTIONAL 2 X 6 1 X 4 1 X 3 1 X 3 1 X 2 1 X 2 W o )c STD. TUBE CUSTOM MULLION CUSTOM MULLION TOM M ION CUSTOM MULLION CUSTOM MULLION 4 H 6063-T5 6063-TO 6063-T6 6063-T6 6063-TB < Ixx: 2.070 in! Ixx: 1.000 in4 Ixx: 0.950 in Ixx: 0.370 in4 Ixx: 0.330 in4 () ° I I Sxx: 1.035 in3 Sxx: 0.667 irf Sxx: 0.633 ins Sxx: 0,370 in3 Sxx: 0.330 in3 z o (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) (FIN FRAME} (FLANGE FRAME) ^� Rp ° ® p a. 6 In i STANDARD TUBULAR SHAPES 2.000 N C A. 88 'i TYP.WALL 125"ALL R li ALLOY-6063-T6 1.000 zC3 a 125 a .750 .i GLAZING PRODUCT „TYPICAL ,120 1.000 a2s 2.000 IJ 1.000 1.000 2.000 .125 2PS0 _ .125't A 4,000 r-Ed==1 .n ,:i •I 6.000 3.000 .125 2.000 4.500 o N IX MULLION CLIP 2.000 3.000 4.000 4.000 I e $ 6063-T6 L d8 'd3 a MULLIONS CONTAINING STD. TUBE MULLION STD, TUBE MULLION STD. TUBE MULLION NOTCH L TYPICAL GLAZING PRODUCTS 6063-T6 6063-T6 6063-TO \ OPTIONAL HORIZONTAL OR VERTICAL 2 X 6 2 X 4 Ixx: 2.070 in! Ixx: 0.950 in! Ixx: 0.330 in. Sxx: 1.035 ins Sxx: 0.633PBB=DUCTR Vi$E�XS 330 ins d $ SEE WINDOW OR DOOR APPROVAL FOR �• TUBE MULLION STD. TUBE MULLION esLwRllplying iththeNloA�a $S FASTENERS SIZES AND SPACING 6063-T6 6063-T6 Olilddlg Code Al ° ® 4 4 Amptanoe N 2- 0 s z Ixx: 8.280 in. Ixx: 2.980 in. QT7 0 6x intion Da ? Sxx: 2.760 in3 Sxx: 1.490 ins CLIP LENGTH RECTANGULAR ALUMINUM I io NS a MULL «L« INSTRUCTIONS: USING MULLION PROPERTIES ONLY ,® , USE CHARTS AND GRAPHS AS FOLLOWS, THESE 0%0 4c 1 X 2 1.688' AND CANLIBE USED WTTH ALLOLA SON'S MIAMI DADECT ®°g4;.•'•••••••,.'•N��ry��p STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. > �e 1 X 3 '668' COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. ` LL d'.��N STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD M�,q) NOTCH 1 X 4 31688' REQUIREMENTS. �,41U T--- - OPTIONAL '2 X 4 3.688' STEP��CONNECTION TO MULLION AS PER PRODUCT N0� q1,W •�1 H .o. A25 MIN. 2 X 6 5.688' STEP 44 SPECIFY MAAMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET 2.000 USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. o ••'• r/j eo ' 1. ALL CLIPS AND ANG=OF STEP 5 WITH DESIGN RATING L40RE THAN DESIGN LOAD SPECIFIED 2, MULLIONS MAY BE ORIENTED VERTICALLY OR ' I SNUG INTO TUBE MULLIN STEP 1 ABOVE. �I� ••„•QL �e HORIZONTALLY. I 6iiD IN 2. WHERE ANGLES ARE USING ANCHOR TYPES ON SHEET 6 THTH 9 AND ANCHOR CHARTS pfilu tl ANCHORBDETIAILLATN SH E 9.SELECT DESIGN LOAD$SPECIIFEI o IN STEP RATING ABOVE. 3• REFER E SHEET 1 OF K FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. D L TUBE MULLIONS TUBE MULLIONS TUBE MULLIONS Width w MULLSPAN 1X2 1X3 1X4 2X4 2X6 Width w MULLSPAN 1X2 1X3 1X4 2X4 2X6 Width(w) MULLSPAN 1X2 1X3 1X4 2X4 2X6 rn t o 18 150.0 150.0 150.0 150.0. 150.0 18 28.3 81.5 150,0 150.0 150.0 18 - 19,3 42.1 60.5 150.0 0 z 24 150.0 150.0 150.0 150.0 150.0 24 21.2 61.1 133.2 150.0 150.0 24 31,5 45.4 126.2 30 123.0 150.0 150.0 150.0 150.0 30 17.0 48.9 106.5 150.0 150.0 30 25.2 36.3 100.9 'o W � w 36 102.5 150.0 150.0 150.0 150.0 36 40.7 88.8 127.8 150.0 36 21.0 30,3 84.1 n co 3 o 42 87.9 150.0 150.0 150.0 150.0 42 34.9 76.1 109.5 150.0 42 18.0 25.9 72.1 Ina o a 48 38-318" 76.9 150.0 150.0 150.0 150.0 48 74-1/4" 30.6 66.6 95.8 150.0 48 120" 15.8 22.7 63.1 0 64 68.3 137.6 150.0 150.0 150.0 64 27.2 592 85.2 150.0 64 - 20,2 56.1 y 60 61.5 123,9 150.0 150.0 150.0 60 24.4 53.3 76.7 144.2 66 182 50.5 68 55.9 112.6 150.0 150.0 150.0 66 22.2 48A 69.7 131.1 66 16.5 45.9 =d �= o z 72 51.3 103.2 150.0 150.0 150.0 72 20.4 44.4 63.9 120.2 72 15.1 42.1oo°w= $ 78 47.3 95.3 150.0 150.0 150.0 78 18.8 41.0 59.0 110.9 78 _ 30,g in a D o 18 89.3 150.0 150.0 150.0 150.0 18 56.3 122.6 150.0 150.0 18 31.6 45.5 126.4 24 67.0 150.0 150.0 150.0 150.0 24 42.2 92.0 132.4 1500 24 23.7 34.1 94.8 30 i J 53.6 142.3 1 150.0 150,0 30 33,8 73.6 105.9 150.0 30 19.0 27.3 75.8 a 44.6 118.6 1 .0 150.0 150.0 36 28.1 61.3 88.3 150.0 36 15.8 22.7 63.2 e F u 42 38.3 101.7 .0 150.0 150.0 42 24.1 52.6 75.7 150.0 42 19.5 54.2 48 X18" 33,5 89.0 145.4 150.0 150.0 48 84" 21.1 48.0 66.2 140.8 48 132" 17.1' 47A �U � ] q 64 29.8 79.1 129.2 150.0 150.0 64 18.8 40.9 58.8 125.2 64 - 15.2 42,1 z y 60 26.8 71.2 116.3 150.0 150.0 60 16.9 36,8 53.0 112,7 60 37,9 O~ d Z o _ 66 24.4 64.7 105.7 150.0 150.0 66 15.3 33.4 48.1 102.4 66 34.5!, D 72 22.3 59.3 96.8 138,5 150.0 72 30.7 44.1 93.9 72 31.& 78 20.6 54.7 89.5 128.8 150.0 78 28.3 40.7 86.7 78 - 1 W WO w 18 62.6 150.0 150.0 150.0 _150.0 18 37.7 82.1 118.3 150.0 18 - 24.3 35.0 97.4 1, a j 24 46.9 135.1 150.0 150.0 150.0 24 28.3 61.6 88.7 150.0 24 18.3 28,3 73.0(7 30 37.5 108.1 150.0 150.0 150.0 30 22.6 49.3 71.0 150.0 30 21 0 58•K' 36 31.3 90.1 150.0 150.0 1 15110 36 18.8 41.1 59.1 143.8 36 17.5 48.74, 42 26.8 77.2 131.1 150.0 150.0 42 16.2 35.2 50.7 123,2 42 - 15.0 41.7-- A 48 67" 23,5 67.5 114.7 150.0 150.0 48 �" 30.8 44.3 107.8 48 144" _ - 36.5!` �z 64 20.9 60.0 101.9 148.8 150.0 64 27.4 39.4 95.8 64 32.5 60 18.8 54.0 91.7 132.1 150.0 60 24.6 35.5 86.3 60 29.2, o 66 17.1 49.1 83.4 120.1 150.0 86 - 22.4 32.3 78.4 66 28.6' N 72 15.6 45.0 76.5 110.1 150.0 72 20.5 29.6 71.9 72 - 24.3 q 78 41.6 70.6 101.6 150.0 78 - 19.0 27.3 88.3 78 $ o 18 46.3 133.4 150.0 150.0 150.0 16 26.5 57.7 83.1 150.0 18 31.0 86'1 24 34.8 100.0 150.0 150.0 150.0 24 19.9 43.3 62.3 15010 24 23.3 64.(3F,,' ` 30 27.8 80.0 150.0 150.0 30 15.9 34.6 49.8 136.3 30 18.6 51.7 x l 23.2 66.7 125 150.0 150.0 36 - - 28.8 41.5 113.8 36 15.5 43.1 r 42 19.9 57.2 107.3 150.0 150.0 42 24.7 35.6 97.4 42 36,9 r o 48 17.4 50.0 93.9 135.1 150.0 48 108° 21.6 31.1 85.2 48 160" 32.3 `e 64 15.4 44.5 83.4 120.1 150.0 64 19.2 27.7 75.7 64 28.7 u z z 60 � 40.0 75.1 108.1 150.0 1 60 17,3 24.9 88.1 BO - - 25.8 yy$ 66 � 36.4 68.3 1 98.3 150.0 66 15.7 22.7 62.0 66 23.5 s' 72 33.3 62.6 1 90.1 150.0 72 20.8 1 56.8 72 _ 21,5 a g 78 30.8 1 57.8 1 83.2 150.0 78 - 19.2 52.4 78 19.9 $� HORIZONTAL MULLION _ TYPICAL MULLION ARRANGEMENTS 0000®eel a.��°00°0 %�CLAZINC 06 ®0 p�•�ss,e VERTICAL � PRODUCT MULLON ARCHES TO BE INSCRIBED 0 , b• m Z INSIDE RECTANGULAR SHAPE •<f/U) .`,., p GLAZING GLAZING ] PRODUCT PRODUCT �� M�ULIONS RATED IN THESE CHARTS MAY BE ORIENTED PRODUCT RBVISBD + a�tW Q 0S cv B,comDly=ilh No Flodds 3 VERTICALLY OR HORIZONTALLY. BuiMTA Colo GLAZING GLAZING (INTERPOLATION BETWEEN WIDTHS ALLOWED} AcceDla PRODUCT PRODUCT BxDirelion Dale - �/ C �0 •. '�� I w1 w2 WIDTH (W) = Wl 2 W2 Miemt` oProdud m ,,°��Nn1•••��,, MULLION SPAN a L] 1.690 .125 11000 .062 h00 312 1.000 1.500 �l i Rl .156 TYP. -- .IZS r 5 .680 .125 O p 0 4.000 .113 1.732 � Z 4AOO 3.000 3.000 3.062 0 2.688 m o M z L° 2 X 4 4.0003L2S 4J STD. TUBE TYPICAL 3 v'c 4.500 WINDOW FRAME Z = C z F"1 o 2X MULLION CLIP r r -1.000 00 s a a o 6083-T6 L .100 .102 •156 .102 1 X 3 ly9e , m 1.062 1A62 STD. TUBE MULLION 1 X 3 NOTCH 'L' 6A00 E 1 X 4 z 1 1 X 4 6083-T6 CUSTOM MULLION 'r �"L' OPTIONAL T M M I 1 X 3 6063-T6 CUSTOM MULLION 8083-i8 F a 6063-T 6063_78 4 4 4 Ixx: 2.166 in4 Ixx: 8 in? }, c Ixx; 09 in. Ixx: 4.709 in. Ixx: 2.168 in, y FF. 3 3 y Sxx: 1.445 in. ; 1 478 in? ® Sx 2.355 in. Sxx: 2.355 in. Sxx: 1.445 in. p ® ° 2A00 NGE FRAME) (FLANGE FRAME) (FIN FRAME) ®N a C*0 ,•_ ® ® STANDARD TUBULAR SHAPES 2.000 V' TUA1 ,j TYP.WALL . .125"ALL iSBO C 6 O •j ALLOY- 6083-T6 •�W U .750 TYPICAL �y I GLAZING PRODUCT W F1.12.�02 2.000 ,000 1.625 2.000- •125 2.250 T � `Q 4.000 I I`��111 z 'i 6.000 . 4.000 .125 000 4500 d c N 1 X MULLION CLIP 3.000 4.000 3.625 e$•� j 6083-T6 k d 'L' TY A . NOTCH � PRODUCT REVISED OPTIONAL HORIZONTAL OR VERTICAL as complying with th0 Aloride Building Coda 0 o SEE WINDOW OR DOOR APPROVAL FOR 2 X 6 2 X 4 Aeoeptmw No FASTENERS SIZES AND SPACING STD. TUBE MULLION Expitation Date �7 u z z ® ® 8083 6063-78 gy �z° IXx:19. 6 4 Ixx: 7.649 in Miami Pro 90PT.tONAL CLIP LENGTH Sxx: .549 in. Sxx: 3.625 in? T N 1 T 8 M MULL ^L^ IN TTR TI USING MULLION �R�PE r6 doFO U CHARTS AND GRAPHS AS FOLLOWS. ,........1 X 2 1,688' THESE MULLIONS ARE RATED FOR LARGE MI LE IMPACT a 004: ��DETERMINE DESIGN LOAD REONRED FOR PARTICULAR OPENING. 01 X 3 2.688• AND CAN BE USED WITH ALL LAWSON'S MIA OADE USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. ua N .. 0 1 X 4 3.688' REQUIREMENTS.STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT N W) 14- M 2 X 4 3.688' APPROVAL NOTES• Wpm �' H v•�a .125 MIN. 2 X ( 5.688' STEP 44 SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET o �•'. fA Q�•Tij�." 2.000. USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE i OF 10 FOR BUILDING CODE COMPUANCE. �' I L 1. ALL CLIPS AND ANGLES ARE TO FIT STEP WITH DESIGN RATING MDRE THAN DESIGN LOAD SPECIFIED 2, MULLIONS MAY BE ORIENTED VERTICALLY OR SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE. HORIZONTALLY, °r�I ••* I ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET-6 THRU 9 ANO ANCHOR CHARTS 6063-T6 INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON SHEET 9,SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION 6.7 ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. Ea A STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCEDTUBE MULLIONS Width w MULL SPAN, 1 X 3 1 X 4 2X4 1 2 X 6 Width w MULLSPAN 1X3 1X4 2X4 2X6 Width w MULL SPAN 1 X 3 1 X 4 2X4 2X6 y 18 150.0 150,0 150.0 150.0 18 150.0 1 150.0 150.0' 18 44.0 95.7 150,0 150.0 o z 24 .0 150.0 150.0 150.0 24 139.5 150.0 150.0 150.0 24 33.0 71.8 116.6 150.0 30 150. 150.0 150.0 150.0 30 111 150.0 150.0 150.0 30 26.4 57.4 93.2 150.0 y ag 36 150.0 150.0 150.0 150.0 36 .0 150.0 150.0 150,0 36 22.0 47 77.7 150.0 n no S o 42 150.0 50.0 150.0 150.0 42 79.7 150.0 150.0 150.0 42 18.9 41. 66.6. 150.0 48 38-3/8" 150.0 1 O 150.0 150.0 48 74-1/4" 69.7 150.0 1_50.0 150.0 48 120" 16.5 35.9 3 149.7 0 0.. O q m 54 150.0 150. 150.0 150.0 64 62.0 134.6 150.0 150,0 54' - 31.9 51.8 133.1 O1°o e 60 150.0 150.0 150.0 150.0 60 5 .8 121.2 150.0 150.0 60 46.6 119.8 3 4 y 66 150.0 150.0 150.0 150.0 66 5 7 110.1 150.0 150.0 66 28.1 2.4 108.9 Z z° ! Z 72 150.0 150.0 0.0 150.0 72 46, 101.0 150.0 150.0 72 23.9 3 .9 99.8 c ww 78 150.0 150,0 151,0 150.0 78 42.9 93.2 150.0 150.0 78 22.1 35. 82,1 a R a o 18 150.0 150.0 150. 150.0 18 128,4 150.0 150.0 150.0 18 33.1 71.9 116.8 150.0 Z � !� 24 150.0 150.0 150.0 150.0 96.3 150.0 150.0 150.0 24 24.8 53.9 87.6 150:0 2 � rn 30 150,0 150,0 150.0 150.0 30 77.1 0.0 150.0 150.0 30 19.9 43.1 70.1 150. j 36 150.0 150.0 150.0 150.0 36 64.2 13k.5 150.0 150.0 36 16.5 35.9 58.4 .0 ED z ED 42 150.0 150.0 150.0 X50.0 42 55.0 liox 150.0 150.0 �64 30.8 50.0 8.5 E tl 48 50 6!8" 150.0 150.0 150.0 1 0. 48 84" 48.2 104.8 150.0 150.0 132" 27.0 43.8 1 .5 54 150.0 150.0 150.0 15 .0 54 42.8 93.0 150,0 150.0 24.0 38. 10 0 N z 60 150.0 150.0 150.0 lIffollo 60 38.5 83.7 X35,g 150.0 80 21.6 .0 90 ® v z 66 147.7 150.0 150.0 50. 66 35.0 76,1 l .6 15 66 19.6 31:8 81 a €€€ 72 135.3 150.0 150.0 150.0 72 32.1 69.7 11 0.0 72 18.0 29.2 7510-1',, c d q 18 124.8 150.0 150.0 150.0 78 29.6 64.4 104. .150.0 78 - 18 26,9 69.2 w 18 150.0 150.0 150. 150.0 18 86.0' 150.0 150. 150.0 18 25.5 .4 89.9 150 0 24 150,0 150.0 15 :0 150.0 24 64.5 140.1 156,.n 150.0 24 19.1 41.5 67.5 ISO.G- 30' 150.0 150.0 1 .0 150.0 30 51.6 112.1 50.0 150.0 30 15,3 33.2 54.0 138.6 N q 36 150.0 150.0 50.0 150.0 6 43.0 93.4 150.0 50.0 36 27.7 45.0 115's 42 150.0 150.0 150.0 150.0 36.9 80 130,1 1 0.0 42 23.7 38.5 99.0 A w 46 67 150.0 150.0 150.0 150.0 48 96" 32.3 4t.1 113.8 15 0 48 144" 20,8 33,7 86.8 z 54 137.0 150.0 150.0 150.0 64 28.7 62.3 101.2 150,A 54 18.5 30.0 77.0 60 123.3 150.0 150.0 150.0 60 25.8 56.1 91.1 150.0 60 18.6 27.0 69.3 66 112.1 150 150.0 150.0 66 2 51.0 82.8 150.0 66 15.1 24.5 63.0 72 102.8 15 .O 150.0 150.0 72 1.5 46.7 75.8 150.0 72 22.5 57.8 78 94.0 1 .0 150.0 150.0 78 19.9 43.1 70. 150.0 78 - 20.8 53.3 ki 18 150.0 R150.0 150.0 150.0 18 00.4 131.2 150.0 150.0 18 22.6 49.0 79,6 150,0 s 24 150.0 150.0 150.0 24 45.3 98.4 150.0 150.0 16.9 36.7 59,7 150.0. 30 150.0 150.0 150.0 30 36.3 78.7 127.9 150.0 3 29.4 47.7 122.6 " 36 150.0 150.0 150.0 36 30.2 65.6 106.6 150.0 36 24.5 39.8 102.2 42 130.5 150.0 150,0 42 25.9 58.2 91.4 150.0 42 21.0 34.1 87.6 S 48 63" 114.2 150.0 150.0 48 108" 22.7 49.2 79.9 150.0 48 150" 18.4 29.6 76.6 c 54 101.5 150.0 150.0 54 20.1 43.7 71.1 150.0 64 16.3 26.5 68.1 60 91.3 150.0 150.0 60 18.1 39.4 64.0 150.0 60 1 23.9 61.3 .1 66 83. 150.0 150.0 150.0 66 16.5 35.8 58.1 147.0 66 21.7 55.7 4' 72 76. 142.4 150.0 150.0 72 15.1 32.8 53.3 134.8 72 19.9 51.1 a 78 70. 131.4 150.0 150.0 78 30,3 49.2 124.4 76 18.4 47.2 HORIZONTAL MULLION ,00� 6LAZINO TYPICAL MULLION ARRANGEMENTS oo,g ...... VERTICAL PRODUCT 3 00®-0°••'• •�2•" MULLION ARCHES TO BE INSCRIBED q•Q U-•6''•y•' Z INSIDE RECTANGULAR SHAPE V o�AD N O P, GLAZING GLAZING 0 Q NOTE- �'� �{ w PRODUCT PRODUCT j N MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED PRODUCT REVISED z .°w 'W O w 0 N VERTICALLY OR HORIZONTALLY. mcomplyiss with the Fludds 1:4 e GLAZING GLAZING (INTERPOLATION BETWEEN WIDTHS ALLOWED) Building Code o �p•�. 000l PRODUCT PRODUCT Acceptance No O O''• O I E irelion Dace - /'j ••"*•• Q I w1 w2 WIDTH (W) = w1 + w2 p ^' of I MULLION SPAN��SPAN�� 2 ddsProduct h q WOOD TAPCONS MIN. EDGE DIST./16"TAPCONS 5 1 1/4" MIN. 1-i/2"MIN. OD PENETRATION 1-1/2"MIN.WOOD PENETRATION 2-3/16" CONCRETE OR y i EDGE DIST 2 PER CLIP(1 ON EACH WI NC) 1 PER ANCLE 4" OLLOW BL)CK 3/16"TAPCONS 6/16'TAPCONS 1-3/4'MIN.EMBED IMO MASONRY 1-3/4"MIN. EMBED INTO MASONRY 3/4" 4 PER CUP(2 ON EACH WINO) 2 PER ANGLE b C rIN. O m rn z.� m p u, g w n I I 1 1 W v C u i3 II 11 11 11 2i yy1 1! • li it II it II II II II J Z q `Z e• 2 7/16 li ii ii ii v°7 W x u� o ' - -- 2 BY 1 I 1X FLOATING CLIP U U ALUM ANGLE MIN. II II I I I °'• .�• \ i WOOD BUCK i I i i e ------------- 1 BY J I I it ALUM ANGLE I W000 BUCK I 1%FLOATING CUP , = O I i 1 1 1 I i i i I u LI ` z I LL- 1 I 1 I I 1 ? 600 d 3/4" MIN. 5/16-TAPCONS ANCHORS TYPE 'D' PTO BLOCK) �z EDGE DIST. 1-1/2"MIN.WOOD PENETRATION Z PER ANCI ANCHORS TYPE 'G' (INTO CONCRETE) ® a - 4 ANCHORS THRU 1X BUCK 01 � ALL CLIPS AND ANGLES TO FIT SNUG & 2" INTO TUBE MULLIONS. x INTO CONCRETE OR BLOCK d 1 �� 1"x4"I I TAPCONS MAY BE HEX OR FLAT HEAD, 4" MULL a \ 1 1 MIN. EDGE DIST. 1 1 n II 2-3/16" CONCRETE OR N x 4" HOLLOW 8L K 6/16"TAPCONS 6/16'TAPCONS Z 1-3/4'MIN.EMBED INTO MASONRY 1-3/4•MIN.EMBED INTO MASONRY _ Q 1 2 By I I i i 2 X 2 X 1/B' 2 PER CLIP(1 ON EACH WING) 1 PER ANGLE r----------1 WOOD BUCK j 1 1 I ALUM ANGLE _ 1 I Ll LI I I I 1 \Z ..•I I \z ••.�...,.• I ALL CLIPS AND ANGLES TO FIT SNUG ,• T `� n .o ALTERNATE INTO TUBE MULLIONS. ANCHOR LOCATION TAPCONS MAY BE HEX * gnS ANCHORS TYPE 'A' 2 ANCHORS INTO WOOD ji it H H " II 11 m 11 II p IBY 11 it 2 X 2% 1/6" _-___ 7� I -- WOOD RUCK 1%LLAATINC CLIP 11 II ALUM ANGLE y 6/16"TAPCONS S/16"TAPCONS_ N I i I i U U c9 1 1/4" MIN. 1-1/2"MIN.W000 PENETRATION 1-1/2"MIN.WOOD PENETRATION \ I 1 1 I I 1 L E E DI T. 4 PER CLIP(2 ON EACH WING) 2 PER ANGLE I 1 I 1 1 I I i o 1C' Z Iv ANCHORS TYPE 'C' (INTO BLOCK) a ANCHORS TYPE 'F' (INTO CONCRETE) i ` <.•. 2 ANCHORS THRU 1X BUCK +,,,�t�*• �� B II 11 1 I 1 I I INTO CONCRETE OR BLOCK m �4'�Og•'•' •'• ��I',a u n n II 4Eg ♦'� 1 1 4' MI ii ii n n � GJ;q c� O �,?. L_JI ------------- 11 2 X 2% 1/B i i �j�/.yam m •:g W - - I � � FLOATING CLIP I I I I ALUM ANGIE 1 1 Cv��ii • `� M 1 2 BY I I U U / 1 PRODUCT REVISED .� 4 \ I I WOOD BUCK I 1 I 1 1 1 Z� O 1- 1 I I 1 1 I 1 1 .9 complying With dw Floft Building Codave • •I 1 I I I AceeptAnoe No � 1r ,•• I Expiretioa DAM / ANCHORS TYPE 'B' ALTERNATE BY ••ILL ••s W 4 AN INTO WOOD �JIJIJ.J ANCHOR LOCATION b9lnmi P ct a 0 MIN. EDGE DIST. MIN. EDGE GIST. 5/18"TAPCONS 2-3/16" CONCRETE OR y 2-3/16" CONCRETE OR 1-3/4"MIN.EMBED INTO MASONRY q 8 2 PER CLIP ION EACH WING) 4" OLLOW BL K 4' HOLLOW BLO K 5/18"TAPCONS 5/18"TAPCONS 5/18"TAPCONS � 1-3/4"MIN.EMBED INTO MASONRY 1-3/4"MIN.EMBED INTO MASONRY 1-3/4"MIN.EMBED INTO MASONRY IN. 1 PER ANGLE 3/4" 4 PER CUP(2 ON EACH WING) 2 PER ANGLE q + MIN. ...•• ro y z .i i \2' P , •... .s.. .Y• '� " .V •y'. :,•,•', /I I tt. V p, \2 O •I •.t. MIS 'I; •1.• •'1 • ,'.t. I fr •1 n'� 'I I. OK q Z !• II,II II II II, II • II 11 ZJ Z q z II 4 II 11 II II 11 II O x O • II II 11 II II II II II W= rr rr�� O II II CONCRETE OR I1 II II 11 CONCRETE OR I I 11 d y O CONCRETE OR IL-3j CEMENT BLOCK II II IL 111 I I I I 2 K 2 x T B" CEMENT BLOCK 11 I I I ----------- CEMENT BLOCK II 11 ALUM ANGLE -- -----'"-- - 'i II it ALl1M2ANGLE B" a .7 \ i FLOATING CUP U V 2 7/16 1 FLOATING CLIP I I U U I I 1 I I I I MIN. I I I I 1 G3 '� R 1 I I 1 I I I I I I 1 L7 3 1/4" MIN. w MULL •!�• d• MULL •• t 1 • ' O' ANCHORS TYPE 'C' (INTO BLOCKS ANCHORS TYPE 'D' (INTO BLOCK) - W a d I 1 ANCHORS TYPE 'F' (INTO CONCRETES ANCHORS TYPE 'G' (INTO CONCRETE) a I 1 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK \ I 1 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK 1"x4" & 2"x4" MULL (n ALTERNATE " ? y JJ I 1 ANCHOR LOCATION MULL MULL ' 1 1 I 1 i i 1 I I 1 1 I I I 1 II 1 I I I 1I� j FLOATING CLIP II ` N CONCRETE OR II 111 y Ij jl \ CEMENT BLOCK II it -- N 5/18"TAPCONS : • r•.,:•...�: ` •• i g X 2 1-3/4"MIN.EMBED INTO MASONRY 5/18"TAPCONS y4 2 PER CLIP(1 ON EACH WING) 1-3/4'MIN.EMBED INTO MASONRY a ' �•' 1 1 � 1 1 I /12 SMS 4 PER CUP(2 ON EACH WING) I 1 1 1 2 PER ANGLE • 1 1 1 I I-----II h h Mgko ALL CLIPS AND ANGLES TO FIT SNUG tq � O O INTO TUBE MULUONS. :2 In * W m*Z •� 4.,. TAPCONS MAY BE HEX OR FLAT HEAD. PRCAYCIC7'RBViSEI� W � 0.01p as complying with lllo Ft G !�v°P70 �•I'.•.•.. M Z'. ::I ••• Building Coda �'•,� :-... . Cy♦ I "•,'.' CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED AcceptelwaN0 ° i0 ••...4...., e I • WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR P>xpiration L)ata e sIN " 45ONRY WATER-WHITE METHACRYLATE LACOUER. I-3/4"MIN.EMBED INTO MASONRY ny 1 PER ANGLE Mialni ede ProL�{ d O MIN. EDGE DIST. MIN. EDGE DIST. 2-3/16" CONCRETE OR 2-3/16" CONCRETE OR 4 HOLLOW BLO K 3-3/4" 5/16"TAPCONS 4" HOLLOW BLOCK 3-3/4" 5/16'TAPCONS Y 1-3/4"MIN.EMBED INTO MASONRY MIN. I-3/4"MW.EMBED INTO MASONRY O ' , •,•. • 4 \2 4 PER CLI P 2( ON EACH WING) 4 PER CLIP(2 ON EACH WING) to C Z to,•.. , ..•. "•:•. CLIP LENGTH a m v to Ulu U+W MULL °moo m 2 X 4 3.688' 3 y iii s a ! ( 2 X 6 5.688' 1 z_1 i C z 2x6 MULL 5/16'TAPCONS tV = WOOD 1-3/4"MIN.EMBED INTO MASONRY \ 2x6 MULL 5/16"TAPCONS '� , q %x ----------------------------- 1 4 PER CLIP(2 ON EACH WING) %4PE" W.EMBED INTO MASONRY x I I 1 3/4• (2 ON EACH WWC) ? d MIN. --- 1 3/4" 'a E- .7 MIN. 3/4,. • i i z x a ® cr O + 2%6 MULL CLIP LENGTH 2x6 _ W q 2%6 MULL H •_- NULL U L" a a 2 X 4 3.688' C.�----------- F Ci a I •e!:�. I 2 X 6 5.688' ,• •,; \z a z�z 3-3/4" .J' a. J•' o a MIN. ANCHORS TYPE 'E' (INTO BLOCK,) d 5 11/16" ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. ANCHORS TYPE 'H' (INTO CONCRETE) WOOD BUCK i ANCHORS TYPE 'E' (INTO BLOCK) TAPCONS MAY BE HEX OR FLAT HEAD. 4 ANCHORS THRO 1X BUCK e, ANCHORS TYPE 'H' (INTO CONCRETE) CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED INTO CONCRETE BLOCK ANCHORS INTO CONCRETE or BLOCK WITH ALKALI—RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR 2.716"MULL SHOWN OWN u 2'X6" MULL SHOWN WATER—WHITE METHACRYLATE LACQUER. z0 ; a 8E V 10 Iil 9rJ •• O�l�• d �. ,•La M Zy v '7:Lu �U1 ,K Q" ;W Q W Z PRODUCT REVISED F�• O, as complyi lori ng with the VW x i owl; EuildiinggCod* y Acceptance No Expiration Date h' ,�i •* r•N MB ° I iam' adeprod6ct d A MIN. EDGE DIST. 5/16"TAPCONS 2-3/16" CONCRETE OR 1-3/4"MIN.EMBED INTO MASONRY 3-3/4" CLIP LENGTH a 4" HOLLOW BLO K a TOTAL(2 ON EACH WING) MIN. MULL L o o a � t X 2 L688' ,�� y 7 z 00 y z ,'• I X 3 2.688' I ' � 3 d•;^ ,'., 'r ^ 1 X 4 3.688' 3.668' 0&.z c a 2 X 4 moo it i i i i i i 2 X 6 5.688' 3``.M. 7 2 -7/16' I I I I I 2 ! z MIN. 2.4 or 2a6 Mull i i i i 1, ALL CLIPS AND ANGLES ARE TO FIT Z C Z C 1 I i i i i 2 x 2 x t/a" SNUG INTO TUBE MULLIONS. low= C4 ". ____� LJ LJ ALUM ANGLE 2. WHERE ANGLES ARE NOT FIT SNUG m S a L._____---- to .7 o I I INTO TUBE MULLIONS, SEE OPTIONAL a I ANCHOR DETAIL AT SHEET 9 OF 10. 2 a N 14 S.M.S. a o CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 2/CHANNEL TUBE MUWON � F � WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR e WATER-WHITE METHACRYIATE LACQUER. U MIN. EDGE DIST. T�K.D-E a ® In 2-3/16" CONCRETE OR N c a 4" HOLLOW 111_0 K pt2 F.H. ,y 2/I/B"THICK ALUM ~IENCiH TO F WTO LLION OW IN IATION TUBES MAY BE NOTCHED t• UI tQs, x, •. � N T ALLOW STAI �T ... ..':.; T• ..•!t. •' I,' OF CLIP ANGLE ✓ Z Z LOCATION OF SCREWS CONNECTING •o . 4•; CAULK JOINT AFTER ASSEMBLY ,•.�Q ANGLES TO TUBES WHERE ANGLES 014 FH SMS •Z ARE NOT FIT SNUG INTO TUBE N MULLIONS. ^ i i i i ACCESS HOLE /t_:/2-O.C.CUP o N L.. ____-______ _- I 5/16"TAPCONS /tb$M$ j 3„ g r o• 1-3/4"MIN.EMBED IMO MASONRY 4 PER ANGLE 2 PER ANGLE I I I 1 I ALUM ANGLE THIS SCREW CAN BE I 12 PH SMS I I OF INSTALLED IN ERHER I I 0 DIRECTION q�p 1 1 I PER CLIP Ir I 1 I.O.C. MIN. 1 1 g ti iz J IV y d' 1-3/4"x 2"X t/B"(FOR 28Y TUBE) 5 Z 3/4'x 2"x 1/5"FOR(1BY TUBES) ddd aa" M ALUM ANGL u 17 CUT 70 FIT SNUG INSIDE TUBE e,,%f. * V� ANCHORS TYPE 'I' METAL TO METAL CONNECTION T/Jti 0 0 _ USE CHARTS FOR ANCHOR TYPE'I' TO VERIFY CAPACITY OF CONNECTION U 'W {E h a IT PRODUCT Rmith O F•�v j 6saomW9i^6withthaAteTltl6• iA s Lgn;'4" —' 3-3/4" ALL CLIPS AND ANGLES TO FIT SNUG Ac . 2' �� is:'• MIN. INTO TUBE MULLIONS. Exata 1 3/4" OPTIONAL ANCHOR DETAIL TAPCONS MAY BE HEX OR FLAT HEAD. �y aj � Pro6cet tr a ANCHORS INTO CONCRETE OR CEMENT BLOCK F CFH 2013RO 16731 OR Bk 285 '4 Ps 4047; Qpsr TICS F COMMENCEMENT RECORDED 04/23/2013 09:44:58 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION HARVEY RUVINP CLERK OF COURT MIAMI-DAC+E C:€lilNTYg t E~L�iC:IisA 3_a)q:S' LAST PAGE PERMIT NO. I TAX FOLIO NO. 11-3205-019-0080 STATE OF FLORIDA: STATE OF FL WW&COUNTY OF l.D I HEREBY C Y COUNTY OF MIAMI-DADE: f E Oda GQ"Of fft ,c�arrf 0rigiml �d� n1 THE UNDERSIGNED hereby ves notice �. y g that Improvements will be made to A O�t_�____ u �,Id ad SSW. property,and in accordance with Chapter 713,Florida Statutes,the following - ' 1 G 4 Is provided in this Notice of Commencement. ` tL Space above reserved for use of recording office 1. L al descri ti on of pro�arrttyy and street/address: 1155 NE 102 Street Miami Shores FL 33138 L T 8 E 75 MIAMI SHORES SEC 2.Description of improvement placement of 29 windows doors 3.Owner(s)name and address: Esther Budebo 1155 NE 102 Street Miami Shores FL 33138 Interest In property: Name and address of fee simple titleholder: 4.Contractor's name, address and phone number. Storm Tigj1 t Windows. Inc. 1918 Corporate Drive Boynton Beach F133426- 561-922-6747 5.Surety:(Payment bond required by owner from contractor,if any) Name,address and phone number: Amount of band$ 6.Lender's name and address: 7.Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7.,Florida Statutes, Name,address and r hone number. 8.In addition to himself,Owners designates the following person(s)to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. Name,address and phone number. 9.Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,SECTION 713.13.FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS P PERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPE N.IF YO END TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECOR OUR OF COMMENCEMENT. Signatur s} f Owner(s)'Authorized Officer/Director/Partner/Manager By r By Print Nam_!.S ther Bu e O Print Name Title/Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this '7 day of 2344' By C15-f e _ l ojebb ❑IpWclually,or J as for Personally known,or ❑produced the following type of Identification: Signature of Notary Public: Print Name: 3 (SEAL) ,Ot Pon Notary Public State of Florida VERIFICATION P TO SECTION .5 FLORIDA STATUTES a� , James Howell Under penalti perjury, pare that I have read the foregoing and ° e My Commission EE132661 that the fact tated In it e,to the best of my knowledge and belief. ®R �"® Expires 08/22/2015 Signatures ner(s)'s Authorized Officer/Director/Partner/Manager o By By 723.07.82 PAGE 3 1 V07 �• F• � y •86` xr n' .d ° S "• +' 3.�'�• ;�'t.,w.';a.'iJ' ' { $t •+- } rr ..ii: +�'r{ ,' .s r "jq' +•.,.hA7.. .f.jt4�{,•»•+iii�iyi_ �•{s 7v t wo r� 1 3 ''1►�' i ata^8'.+,•iS fF'Z +$ Ji`�•+'t�Y+,/T"agt�,.�y • [' J�I Set � Y.. Y. Xr St,•.w �r 1t el b' 3 'b,.o \ ~Ati � t� • r..�13t�?bSYi . rp.:.;,.°.� �•. .p ,3k+Y .S.`a ff i. :.At•,L'• t�'A •9 � }q3 a� .., r +tom •.�'tf M1 a•O < •.t T j•7 Tro' �$ b�' j{tl u t' S � •-tr i +, � _ �i7� !e} +` +� a. ..b.� � �� t+AP L t 1 i;•a ''�� rows:.,� ..1••3~..� r9�!° _l� �,•;f 1'w i�`�..• Af k a '•\ •r� .?ihrl.. 't q4 •�'_a'�•1!-x��t T ' •+•�•O• 4. I+ P"� �� r� a'• '�F � N�i� +. ' .,�\� � ..:9• .� k" f••sr•`'`r�iY {��`Z..• �"•. u. _ ^• J'f sa+e S a 9 m e� ;F t .,+•L�• �'�""� , t\,+ + - A •• - , •«. ` :.. +lt. t.. 4,"iMS a m�.. x.ti ya4g,�S`. +k s.+. r.�' ♦a t,� .s' t �",�,. .C' `•�:.:q ..ls'� •• J+.a.I a: � `,ly, .i r:i• •yL�o»• +t. + ,". ..c' •�},'ts+�•y i�;;9.�?,9y:•tt,. Y{+ s.•�6 .i{(S "\;�f''`'i� ,+' •c:� '' ++'r „'•�?$ •, 'li e�Y a ,•�,C { I `'�i r r 5�,f` +''+l*�'',- y"t„I�'"'• :it��'' -�: � `i'(?�.:t. ,.,'�, .. .,.T• �rY 7 � 'I�AS •st'Y i:a��.t�lan:• '`'�ru •gd�'�'.•�i~,s�Y3'•• .:,k�i;�. THIS DOCUMENT HAS A COLORED BACKGROUND MICROPRINTING LINEMARK11-1 PATENTED PAPER •II��' -Y. �� `Y..'••; +• •"�" r o'* i 7 r;• t N yr = �,•. ;;��?t+4+ w ft.. ,IZ,?,3, t Syr. • <, :� 7 - it.d�t�w yt 1 r3 ir•1f t\ } ' »v w ! °ro: +�, J? t•t F '4 i••� ..;it r ..r+i`:d .:. •.1?t"•��r•r �.:�`'S. r•:1�5."� 4 't'i t7 •Y A A• 't �: ° •� �ra•�, -Axxz M. GANNON P.O.Box 3353,West Palm Beach,FL 33402-3353 **LOCATED AT** • a www.faxcollebtorpbc.com Tel:(561)355-2272 ► 1918 CORPORATE DR BOYNTON BEACH, FL 33426 TYPE OF 6USINE38 OWNER CERTIFICATION# RECEIPT MATE PAID AMT PAID BILL# M-M GeMALCONTRACTOR 8TORMMGHTVMWW8INC CGO1515M I U12B88 8 4 8-071=12 $59$0 5IW88192 This document Is valid only when receipted by the Tax Collector's Office. STATE OF FLORIDA PALM BEACH COUNTY 2012/2013 LOCAL BUSINESS TAX RECEIPT STORM TIGHT WINDOWS INC 63-43 1BTR Number: 201101575 STORM TIGHT WINDOWS INC EXPIRES: SEPTEMBER 30. 2013 1918 CORPORATE DR This receipt does not constitute a franchise, BOYNTON BEACH,FL 33426 agreement,permission of authority to perform the services or operate the business described herein when a franchise,agreement or other county commission,state or federal permission of authority Is required by county,state of federal law. CFN:20130139306 BOOK 28498 PAGE 2888 DATE:02/21/2013 08:19:10 AM HARVEY RUVIN,CLERK OF COURT,MIA-DADE CTY NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO.LOS 2 13 c_?�TAX FOLIO NO,11-3205-019-0080 STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notic s that Improvements will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,the following Information is provided in this Notice of Commencement. Space above resatead for use of recording*Mca 1.Legal description of property and street/address: 1155 NE 10.2 Street,Miami Shortys_.FL 33138 LOT 8 ELK.75 MaAMi SHORES SEUT 2.Descrlptlon of Improvement I glacernent of 2$ windows doors 3.Owner(s)name and address: Esther Bude o 1155 NE 102 Street,Miami Shares,FL 33138 Interest in property: Name and address of fee simple titleholder. 4.Contractor's name,address and phone number. i ind 1918 C=orate Drive,Boynton Beach,F1 3342 -561-922-6747 S.Surety:(Payment bond required by owner from contractor,if any) Name,address and phone number. Amount of bond$ B.Lender's name and address. 7.Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 71x.13(1}(a}7.,Florida Statutes, Name,address and phone number 8.In addition to himself,Owners designates the following person(s)to receive a copy of the Llsnor's Notice as provided in Section 713.13(1)(b),Florida Statutes. Name,address and phone number. 9.Expiration date of this Notice of Commencement: (trre expiration date is 1 year from the date of recording unless a different data is specified) WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OFTHE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART 1,SECTION 713.13.FLORIDA STATUTES.AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS PERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST ll S N.IF YO END TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECOR OUR N OF COMMENCEMENT. Slgnatur s} f a Owner(s)'Authorized Oincer/Dlrector/Partner/Manager SY By Print Nam er Bud&ebo Print Name TIUa/Office TltlefOfflca STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing Instrument was acknowledged before me this day of By C37`&A- SL.dehp O llpdividually,or Z1 as for I,:TPersonally known,or U produced the following type of identification: Signature of Notary Public: Print Name: firw,c re (SEAL) VE O U TO SECTION O FLORIDA Ln Noiery Public state of Florida Under penaltl perjury, late that I have read the foregoing and James Howell my commission EE132661 that file fac stain K a e,#o the best of my knowledge and belief. Expires 08122MOIS Slgnature(s ner(s)'s Authorized Officer/Director/Partner/Manager e: BY By yaaat-m vnsss oust