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WS-10-2105Inspection Number: INSP - 154613 Scheduled Inspection Date: January 06, 2011 Inspector: Bruhn, Norman Owner: HASPEL PAPIER, ALAN & BETH Job Address: 162 NW 109 Street Miami Shores, FL 33168- Project: <NONE> Contractor: HOME OWNER Building Department Comments Passed 4/ "./ --,5 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 154576. CREATED AS REINSPECTION FOR INSP- 153738. Not Ready NB Entry door is not installed per PA. NB INSTALLATION OF NEW IMPACT WINDOWS 11 OPENINGS January 05, 2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Number: WS -11 -10 -2105 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1121360100220 Page 13 of 16 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: 1562 PERMIT APPLICATION ' EL ' BUILDING FBC 20 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): Address: 1(. 1`)V log S� . City: f S / Miami Shores Village Building Department State: (-7- Tenant/Lessee Name: Phone #: 3°-S 6 5 $ J Email: JOB ADDRESS: 54 -13- -- City: Miami Shores County: • mi DEC l EaT_MY 3 1 6 1.010 y: ...... wsio-aios Phone #: 'c 1 Zip: 7? l I Miami Dade Zip: Folio/Parcel #: • Is the Building Historically Designated: Yes NO Flood Zone: Phone #: CONTRACTOR: Company Name: Address: City: - State: Zip: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ Type of Work: ❑Address ❑Alteration Square/Linear Footage of Work: New air/Replace 3 ODemolition COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * ** *** * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ 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 $ 66.N.)- 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 standafds of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL! WORK, PLUMBING, SIGNS,r WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature �( /� --� - Signature Owner or Agent The for in din instrument was ac 1 owledg day of Lg J� J , 20 i0, by i VW A NOT Sign: , � / , ^I. 13 Sign: ti Print: �, • P rint: 1, ' 0 �� , t y2 e`�'b,\Q,� �G�o My Commission Expires: v7 4�J vkotkoYoY*9 1r*** ie l ,q• 4/7>3 Plans Examiner Zoning My Commission Expires: APPROVED BY 1 or who has produced (cation and who did take an oath. (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) Contractor The foregoing instrument was acknowledged before me this day of , 20 , by ho is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: * * * * * * * * * * * * * * * * * * * * * ** ********* * * * * * * * * * * * * ** * * * * * * * * * * * * * * * ** Structural Review Clerk MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.eov/buildinacode BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld -Wen, Inc. (OR) 3737 Lakeport Boulevard Klamath Falls, OR 97601 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Cogtrol pivision and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dad' County and Ordertreas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dada Uddnty P;xfuot • Control..:. Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Nounty) reser* the right... to have this product or material tested for quality assurance purposes. If this prgdigt • or m4teri•fails *to • perform in the accepted manner, the manufacturer will incur the expense of such testing and tb.e &HJ m, . • . • immediately revoke, modify, or suspend the use of such product or material within 4tfieir jurisdirttan. BO I • • • reserves the right to revoke this acceptance, if it is determined by Miami -Daces O Product Control . • Division that this product or material fails to meet the requirements of the applicable building cpjlg. :. This product is approved as described herein, and has been designed to comply withthe "Florida Building • Code, including the High Velocity Hurricane Zone. • . • : • • DESCRIPTION: Series 6'8" W/E Outswing Opaque Steel Doors - L.M.I. - w /wo Sidelites — N.I. APPROVAL DOCUMENT: Drawing No. S -2104, tstled "Series Wood Edge Opaque Outswing Steel Impact Door Up to 9'-0 "x 6' -8" with and without Non - Impact Sidelites ", sheets 1 through 8 of 8, dated 09/11/2001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated 11/09/2008, signed and sealed by Eric S. Nielsen, P.E., bearing the Miami Dade County Product Control Revised stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile And Small Missile Impact Resistant (Doors) w/ wo Non - Impact Resistant (Sidelites) LIMITATION: Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 supersedes NOA No. 07- 0731.04 and consists of this page 1 and evidence pages E- land E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NOA No. 08- 1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 Page 1 • B. ...TEST I .. • • .. • 2. • . Test reports on: 1) Air Infiltration Test, per PA 202 -94 • • • 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 • ▪ • • • • • 3) Water Resistance Test, per PA 202 -94 • • • • • •••• 4) Forced Entry Test, per PA 202 -94 • • 5) Cyclic Wind Pressure, Loading per PA 203 -94 • • 6) Large Missile Impact Test, per PA 201 -94 ▪ • A1o4g with marked -up drawings and installation diagram of Outswing and Inswing Jeld -Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No S -2104, titled "Series Wood Edge Opaque Outswing Steel Impact Door Up to 9' -0 "x 6' -8" with and without Non - Impact Sidelites ", sheets 1 through 8 of 8, dated 09/11/2001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated 11/09/20087, signed and sealed by Eric S. Nielsen, P.E. • • . Ntgoti edge opaque steel door, prepared by Certified Testing Laboratories, Test Report • •••• • No. CTLA 696W, date 11/01/2001, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA # 02- 1211.18) E. MATERIAL CERTIFICATIONS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by PTC, LLC, dated 07/11/2007, signed and sealed by Eric S. Nielsen, P.E. Complies with ASTM E 1300 -02 (Submitted under NOA # 07- 0731.04) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance, dated 07/19/2007 by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. 2. (Submitted under NOA # 07- 0731.04) 3. Laboratory addendum letter for Test Report no. CTLA -696W, issued by Certified Testing Laboratories, dated 04/11/2002, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA# 02- 1211.18) 4. Laboratory compliance letter for Test Report no. CTLA -696W, issued by Certified' Testing Laboratories, dated 11/11 /2001, signed and4 • y ' , esh Patel, P.E. (Submitted under NOA# 02- 1211.18) - E -1 Jaime D. ascon, P.E. Chief, Product Control Division NOA No. 08- 1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 Jeld -Wen, I1ne. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS 1. Notice of Acceptance No. 07- 0731.04, issued to Jeld -Wen, Inc. (OR) for their Series "6'8" W/E Outswing Opaque Steel Doors - L.M.I. - w /wo Sidelites — approved on 12/20/2007 and expiring on 08/15/2012. H. LIMITATIONS 1. Mian>i Dade County Approved Impact Resistant Shutters or Pzotectd r Devisee are required for the Sidelites. • • • •• • • 2. Miami -Dade County Approved Impact Resistant Shutters or I btadtion DBvises are • NOT required for the Doors. • • E -2 • • .... • ..... • • • • • • • • • • • • •• • •. •• • • •••• • • • Jaime D. Ga on, P.E. Chief, Product Control Division NOA No. 08- 1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 • • • Am PREP R4BYG-111ERE BO IMILIR1?1 femur 5 AtFDFD RIME OMR UNIT (; OZ 0, OXO) +86.67 Psi -70 Psf imp MIT (X( OX( MD) , • mu NON -WILT CEDES +57 pd -57 psi JELD'WEN® Steel Ilte' WOOD EDGE OPAQUE STEEL 0U18Y?1N0 MOT DOOR UMW WITHAB7RIOUTB!DEDAES GENERAL NOTES 1. THE PRODUCT 5 DESIGNED TO COMPLY WRH THE CURRENT FLORIDA BUDDING CODE ND NIGH VELOCITY HURRICANE ZONE 'IM Z" REQUIREMENTS. 2. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO iTE STRUCTURE 3. PRODUCT ANCHORS SHALT. BE AS LISTED AND SPACED PER ANCHOR LOCATION MAIMS. ANCHOR ENBEDMOVT 1D BASE WEAL SHALL BE BEYOND WALL DRESSNG OR STUCCO. 4. SEE TAM 1 ON THIS SHEET FDR DESIGN PRESSURE RATINtS. 5. RS PRODUCT tdaS THE VIER REQUIREMENTS FOR ?AMY ZONES SEE THE DESIGN PRESSURE CHART BELOW 6. DOORS ARE IMPACTED AND DO NOT REQUIRE MLAM1 -DADE APPROVED IMPACT RESISTANT SHUTTERS. 7. MI MI -DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SMUTS. 8. SIDEUTE'S ARE AN OPTION AND CAN BE TEED IN A SOL E OR DOME CONRGURATION. RESIDENTIAL 79ULATED STEEL DOOR (Common to all trews COMPONENTCONSTRUCTiONS: NIA& 24 go. (0.0207 mtnimem thickness, Galvanized Steel A -525 commode! guy - ANDO per AS7M 820 with enrage minimum yield sttermth Fy(ove.).24,600 psi galskag Expanded die with 1.0 to 1.25 @s. /cf density, by Door Panel Construction; The actNe and inactive panels am constructed from 24GA (0. 020' min.) galxmized steel The face sheet tops and bottoms are bent 90' over the top and bottom roes. The top L18. roll measures 1.67' wide x 1. 042' high. Tire steel bottom roe ts roe farmed 0021' galvanized steel measuring 1.87' wide x 1.21" high. The ekes of the face sheet are roll forrned onto the LVL Match able and Ponderosa Pine hinge sib which menace 1.87' x 1.0' The Interior cavity Is filled with polystyrene. The face sheets are glued to the polystyrene, FGod !Re Corral. Its sash It contructed from 24CA (0.020' min.) gahrmdxad steel. The edges of the face sheet are bent 90' over Ora core and glued to It The sidelite panels me routed to readvo t LRe Frame or the optional Trinity Light Frans. (See shy 7 for glazing dada.) The ate frames are sealed w/ QSD glazing compound on the f Comas The flames are aunatnvcted from Ponderosa Pine jambs mew 1.25' wide x 4.5625' deep. The door and Welke head Jambs are mortised and butt Joked to the side jambe and attachle% r (3) ir�A 2' x 7/16' crown are staples. The units use a standard burn 4acs•Pe*o threshold mewing 4.047 deep x 1.0 high. The threshold j attadttt the frame with (3) 1600. 2' x 7/16' crown eke staples. • • • • 1 2 3 4 5 6 7 DESCRIPTION • • GENER4L NOTES AND IYPH%U ELEYAlIOAE • ' • • VERTICAL CROSS SECTIONS AND BILL OF MATERIAMe • .• HORIZOMAL CROSS SCRIM • HORIZONTAL (ROSS SECTIONS AND NOTES ANCHOR L0C4170hS AND DETAILS ANCHORING LOCATIONS AND DETAILS GUZNG DLTAOS 8 UNIT COMPONENTS TABLEOFCONTENTS ... ..• • i: •i • 81.25' MAL OA FRAME 00 MIT 81.25" MAX 0A FRAME IfECHT •• 0 . 625 '; ••• • • • • • • E'OIITSWING IMPACT UNIT afri • • • • • • • •z-11260.11 OM EXTERIOR , T1BLE 1; • •• • • • .875' TM. 0.625' MAX. OA PANEL HEIGHT .875' NP. 80' MAX. OA PAM HEW • • • • • • • ••• • • • • • • • •• • • • 74.5 MAIL 0A FRAME 1110111 -- 125' 38.825' MAX O 36' PAIL OA y W/ASTRAG4L PANELPtWDTH g CI I ACTIVE v V 0 v n QDUBLE OUTSWING IMPACT UNIT 000 37.75' MAX 0A WILD FROM MICR FRAME WIDTH 38' MAX 0A PAN© WIDTH P 'r 80' MAX 0A PAWL HEIGHT 81.25' WAX OA FRAME HEIGHT 0.75' 80' MAX. OA PANEL. HEIGHT 8125' MAX OA FRAME H201ff 0.625' .75' TYP. 3 INACTIVE v v e 8' IN OA 0.7.0. WIDTH DOUBLE OUTSMNG IMPACT PLLOTATCT REVISE) as caranfying viiib rho Friodlin ling Code Amnalce No tv Division 0.75' r 0,625' -- 70.25' MAX 0A FRAME WIDTH .75' MULL BAR TYP. .875' 36' MAX 0A N. PANEL WIDTH I ICI v 107' MAX 0A FRAME WIDTH - .125' 75' WULL 36.825' MAX OA BAR 1YR PPM WM 36' MAX OA W/ASiIM PANEL WIDTH 12 r Ell ACTIVE v c Wog Erb Wan Redd° P. E1323 1835 Cogswell Street, Sdte C26 Mead Ro wve arrenome at aevitaaan NO. 2 15.5' MAX. OA SOME FRAME WIDTH 14' LMX 0A PANEL WIDTH 6' MAX 0A DLO. WIDTH 63.125' MAX OA D.LO. HEIGHT I SUE 0UISWOTG MPACT UN IT (0 W NON - IMPACT $1D nayi' FROM MICR 15.5' MAX 0A S'DEWE FRAME WIDTH 14' MAX 0A PANEL WIDTH 63125' MAX 0A D.L0 HEIGHT UNIT (070!0 W/ NON- IMPACT SIDELDES VIEWED FROM E7<iE16f1R Prepared By: FTC, 11.0 Phone: 321 - 690-1788 Fay 321 -890-1789 CRS 8 9 1 10 SCALE N.T.S. Iwo. ear JWJ ass. er S. SAFFELt. DRAINS NO. S -2104 slur 1 or 8 1.50" MIN. 0.25 EMB. MAX SHIM 81.25 MAX. O.A. FRAME HEIGHT 1.34" MIN. EM13. EE DETAIL 7_,■" ON SHEET 5 SEE NOTE 9 ON SHT. CONCRETE/ MASONRY BY OTHERS 1.75" MIN. 1.7e MIN PANEL THK (1) MTIC • • ••• • •• •• • • • • • • • • • • •• • MIN. • • • 0.25 • MAX SHIM • • • • • • • • • • • • • • • • • • • • • EE DETAIL ON SHEET 5 • • • sk tot 80.0" PANEL HEIGHT • • • • • • • • • • • • • • • • • • • .625" CONCRETE/ MASONRY BY OTHERS 81.25 OA. FRAME HEIGHT : • prfrze;), . ; • • 1.111■4 la) 1.25" MIN. EMB. IINZHI • • • • • • SEE NOTE 2 ON SHT. 4 SEE NOTE 2 ON SHT. 4 SEE NOTE 6 ON SHT. 4 SEE NOTE 8 ON SHT. 4 EE DETAIL 7 ON SHEET 5 CONCRETE/ • • • i t S grERS • • • • 1.75" MIN. PANEL THK. 0.12r MIN. GLASS THK. SEE GLAZING DETAILS, SHEET 7 .75 .50" MI MIN. EDGE DIST. r VERTICAL CROSS SECTION W AT SIDELITE SASH c. SEE NOTE 3 ON SHT. 4 410 a• 80.0 MAX OA. PANEL HEIGHT SEE NOTE 3 ON 4 CONCRETE/ MASONRY BY OTHERS ES IN tr7U11 rn -Erma, ILIIIVIII-figAbinALVAiMiaii+1111111111=11111Itenialill V1171 11111E ER NEM r 111T1 'MU 1 .4-.21;i■;111. 1 .1,. BRAD TRIM 1 PONDEROSA 1 Ell .0 -iiM tal 0,to WE= IF/ !., e 4P PONOurom PIN 3 10 x 1 3 1.0 to 1.25 II IK ■14111111111111111= al1111!., AK/L*7 EMED. 111111721.1 Illi ral eLaTT ,!221F.til FAI LAIMIK - OR 117/1177_ 11111111 117/11:17 warinriArtilimmirminuTiAn rarnirammemiummi Ear 11110 .1111.1111=111111•11111111.1111111111111.111 _ 1/51FriTR511F,z) 1r vllr711114a ita privEu molt VII M.= itj.K.112 lioxiai9thrsa I, Ill la1111•11111111M111111111=1111 WOW lEIVE21 Fri PT 111111111111CPAIII Friji/Er.L: IFI,!LMIL412:74 - UVATI fiii_421211MELIFETLATII7EFEWLAIIIIIMID7 rarEligTiio riiiil.tql, . U - lEaTILL7SVOILT:031111111111111111111111111111111114 KAI 1721Arta riul;,1111111111111111■ 111151414111 ID111 • 9 SIM 0.28 10 1 PPR 1 x 2 PFH 08 SET YALE D'BOiTH r 10 4000 NON SCRSV TO DOOR CH POI. C13 HEAO, SILL AND - FINOIR JOINTED 117.71Z7. w 006 LOA ElIFY 110 azigii/r1L ... fI EY/ 11M179 . 11:07E:OTA 1 INSULATED p3-:» Gri7LIE311.1 ailiffiWiel0;1. I icravrardwrir-1, IN„ 11F31 41, Dow 119 W.E.0311 Ell r UI Inimmilori - r - m_ 14/ !zr....AmlocipiiKkimivairoAamo■ STEa. PRODUCTREVISED 112 12 27 111 :Z6 Division Edo S. Florida P. E. P. 41333 PTO, Ue 1833 Coped ftst Sulte C25 R5ekledge, Florida 32953 5555451 • 2•52.5m525 33. 25515 Prepared By: Ore PTC, LLC Phone: 321-890-1788 Far 321-690-1789 PRODUCT REVISED complying with ihe &Ala BuliatlANgPme , , Ce* Date N°° -‘1.1.E- 4 /' DIMING PA: 5-2104 war J Of 8 1.75• MIN PANEL TIM SEE NOTE 4 ON SHT. 4 SEA' NOTE ON SHt. 4 H C ILE ffl 0 0. a 1 0 •• Siff ••• •V a� • • • • • • / �•• • • • • •• • ••• THS • • ••• • • • SHEET • • ••• • • • 6 1 •• • • • • •• • • • • i t ••• T • • • • • •• • • • ••• • H NRCz TOCBUCK CTION EMU ASTRAGAL T MILE ATTACHMENT NOTE ITEM 24 NOT SHOWN THAI VIEW FOR CLARIFY Pl o�P.�1 No. 41323 t WW2* h 32233 1R MI OMS at shafsaan 11. ASTRAGAL T1 ROW BOLTS (2) TOTAL; (1 EACH) 031'DMx9.0' LG. AT TOP & Prepared By: P l a ra tiv PRODUCT REVISED os oomplyieg with the Raids Bmidiog Coda A>xoplancoNo &Oration Dam By ProbstCwCa1 Division PRODUCT REVISED as complying wit11 64: Honda Building Codo Acm f nncoNo Esplis Tan t CORI Division Phone 321 - 690-1788 Fmc 321 - 690.178.9 MASONRY BY OTHERS g• s.r. 4.11 0 . S. 1 OK re S. SWELL ORONt No« S -2104 21257 j a-11. CD 0 0 • • • • • • • • e000 soeo coos se WA )74 PLC, LLC PIanx 321 -690-1798 Fac 321 -190-1789 • age 9 -11-01 SEE NAM DETNL SHEET 7 SEE NOTE 6 ON SHE 4 0.75' • • • • • • •• • • SE 5_ 0 ON SIT. 4 SEEBETM ON SHEET 5 • • ••. •• •• • • • • • • • • • • • ••• • • • • • • •• • • • • • • • • • • • • •• • Al 1 1 TO O LATCH JAMB CONCIVE 1. SPIN FOR HSI 126 THE 110 x t' PFH SCREE AITACH9+1G 110: MEAL ASTRAGAL TO THE INACTIVE DOOR. IS MM. AS F O L L O W S : FROM THE TQP 00WI4 a THE' BOTTOM u le, 2.5, 40", 8.5; 13:0, 180" & 2a0' R1` 011 5 2. SPAWN FOR ITEM 123 THE 18 x 1 1/2' PIASCREW LS AS FOLLOWS: TOP & Ball% H ZONTAU SIDELRE 3.0' O4 FROM EACH COMER. 0W T►E {l Y FY PAhA•L 3.0 1I0; Barr 39.0: 52.0 & &IC 3: SPACING FOR Q 131 DE 169A x 3/4' BRAD TRIM N4L ATT QUARTER ROUND TO THE SINEW AND I 1 E 1 1 / 9 THE t6A. X l' ENV 1RN NM. ATTAC16RO 1E MUWON CAP .ITT THE MULLION BAR 1110164Y, IS AS S. FOLLOWS. HP & BOTTOM WOOLY (FOP 1FIC 3/ OU/4R$ja ) 125' IN FROM EACH COINER YI104 (1) NAIL ilk -SPAT QS THE SIDES VERTICALLY ., • B011f 3/8' QUARTER ROUND & MUWON CAPt' 1.25' FIX EACH ELF S01 MORE EQUALLY SPACED ON THE 12 ' . 4. W ATTACK THE STRIKE PLATE 1D 1T$ JAMB AND UK USE HEM 125, A 18 x 2 1/2 PR WOOD WHEN CANING THE SIRIKEPLATE 10 1HE JAYS AND SOLUTE JAID AT THE MUWON USE 41811124, A 18 x 2' PFH WOOD SCRIM 5. SPACING FOR HEM 125 THE 18 x 2 1/2' PIN 14000 SCREWS A1TA 2146 OE JAMBS TOCETFOR AT THE MULLION, IS AS FOLLOWS: 6.0' FROM EACH VERTICAL CORNER WITH (4) MORE WS EQUALLY SPACED ON THE FIELD, SOI 6. THE OE PANEL IS SECU D NIO THE SIDENE JAMB W/ REM 129 SILICONE C44M ON THREE SIDES AND 3/8' QUARTER ROUNDS SECURED WM ITEM 131 BRAD TRIM NAILS x 3/4' LONG. 7 . W H E N A T D % C H N O THE NW T O T H E J A M B AND BUCK USE ITEM 127, A 110x2' PFH SCREW. WHEN AITACHHG THE HO4GE TO THE 44MB AND SIDEUTE JAMB AT THE UMW USE REM 114, A 110 x 1 3/4' PFH HOOD SCREW. 8. SPACING FOR 154 149 TIE 16 x 1 1/2' PA HEAD SCREW (1IE+8TY UTEFRAIO?) IS AS FOLLOWS: $81118 LITEFR 118 FROM THE TOP DOWN VERTICALLY: 3.25', 18.0625. 328125. 47.5825' & 62.625'. 9. AL1E18VA1E CONCRETE /MASONRY ONST LION ANCHORS OF(EQ 4.4375'. PERFORMANCE CHAR4CTERISROS CAN 68 USED UPON APPROVAL OF DE ARt18TECT OR ENGINEER OF RECORD FOR 1HE PROJECT OF INSTALIAIIC4. 10. USE REM 151 WHEN INSTALLIIG INTO WOOD SUBSTRATE AT FEAR & JAMBS. USE 11E11125 LINEN INSfALLNG 4410 UUWONS. USE MN 116 WHEN O4STAWIG INTO CONCRETE/MASONRY SUBSTRATE AT 840818 SILLS 1.75' ION. PAIN. THK 1.50' MED. SEENOTE 5 ON ON SHEET 5 VI HORIZONTAL CROSS SECTION AT SIDEUTE TO HINGE JAMB SEE NOTE j ON . 51ff. 4 SEE NOTE 2 ON SHI.4 ON y 4 SHIM SEE DEALO.S ON SHEET 5 0.25' MAX YON. 0.75' EXTERIOR SEE NOTE 2 ON ELT. 4 `° SEE' NOTE 6 tNiS9:4 SEE NAM _ DETAILS, SHEET 7 PRODUCTREVISED an ciwiyin with Ow Raids Bvildin$ Cods AmistimssNo Fn 'a . .1f� 1 • . A % ..• Prod tCo•trol Division XE GLAZING DETAILS, SHEET 7 INTERIOR PRODUCT REVISED as complying whhQ>el Building Code ' Acceptance No 0 Esphation DRAM NM S-2104 i Vow 74.5' MAX OA FRAME ION 512 DETAIL ON ? 7025' MAX. OA FRAME MYDm mrn 9 TYR 8' 3' 1)P. ilt Mit; Sllii 1.1V PRODUCTREVISE ffi ca mplyir3 with tie Florida A °xor' , : TIL� asd 9 -11-01 sum ILLS- aso. en AV alc en S SAFFELL ll4l731 1(dl:, .11.112; (4; 81.25' UAL OA FRAUE HEXSTT 3' • • • •• • • • ••• • •• • • • •• •• • • • • • • • • • • • • • • •.. • • • • • . • • • • • • • • • . • • ••• • • . • ••• 107' MAX OA FRAME NTH -- -� • • • ••• a••• 5 • • • • • • • • SEE OEM 3 ON ST 5 p0U81E ODOR NON SIDEUTE$ ANCHOR LOCATVG VIM FROM 0VTE16ON • . • • • • ••• • 81.25' IJAX OA T X 5.5 ' l 3s. 6, . "SF... A 1. taxi' :. SEE DEWI. 6 ON MEET 5 37.75' MAX. OA FRAIL NTH !' . 31' 3 ' • himmum 22212221.12OLUVIESAMMUM KW FROM INIRIOR Edo S. Florida P. L No. 4132J Mb Crowd *ask ▪ &ON C25 en awn d AAale e• N0. ass L •° / ON MEET 5 7.375' >RODUCFREVISID Eraang Cede Ameroo -, Sao • ; ' 15 +,- ,; 4111 rt, Prepared TO "Mr PTA LW Phone: 321 -190 -1788 Far 321 -690 -1788 1J«. ens SAFFELL MOM NO.: S -2104 MET ±ate 16.41' TYP. 13.41' TYP hFl I _ '1 ---- i 1 1 1 1 .. 1YP �. 5.50' r 1•Is 1 1 • • Al TYR SEE DETAIL ON MEET 5 ' 10; „ n I 1 r I � —. I i. i A © t X1325" 1 1I �} l' , L. r TYp - 81.25' UAL OA FRAUE HEXSTT 3' • • • •• • • • ••• • •• • • • •• •• • • • • • • • • • • • • • • •.. • • • • • . • • • • • • • • • . • • ••• • • . • ••• 107' MAX OA FRAME NTH -- -� • • • ••• a••• 5 • • • • • • • • SEE OEM 3 ON ST 5 p0U81E ODOR NON SIDEUTE$ ANCHOR LOCATVG VIM FROM 0VTE16ON • . • • • • ••• • 81.25' IJAX OA T X 5.5 ' l 3s. 6, . "SF... A 1. taxi' :. SEE DEWI. 6 ON MEET 5 37.75' MAX. OA FRAIL NTH !' . 31' 3 ' • himmum 22212221.12OLUVIESAMMUM KW FROM INIRIOR Edo S. Florida P. L No. 4132J Mb Crowd *ask ▪ &ON C25 en awn d AAale e• N0. ass L •° / ON MEET 5 7.375' >RODUCFREVISID Eraang Cede Ameroo -, Sao • ; ' 15 +,- ,; 4111 rt, Prepared TO "Mr PTA LW Phone: 321 -190 -1788 Far 321 -690 -1788 1J«. ens SAFFELL MOM NO.: S -2104 MET ±ate EXTERIOR RAM . DETAIL 00L LITE FRAME MOLE AVE ve TEMPERED GLASS SPARTECN P0L V0tI PP5530 C13 SEE NOTE 8 ON SNT. 4 • • Ram DETAIL•S wt UTE FRA1t • • • • • • 1' OSIAATED TEMPERED MASS Ll8'OY EU -5007 Q • • • • • •• •• 0.75' AIR SPACE ••• • • • • ••• • • • • • •• • • • ••• • • • • ••• • • • • ••• • • ••• 11;15' TEMP. GLASS • • • O.iSS.IDVP. • • • • •• • • • • • •• • • • INTERIOR w 1- 0.50' STELL•SPACIP GLASS •• • • • •• ••• •• BITE •• • • • • • • • • • • •• • • • • • • • • • • • • • • • •• •• • • • ••• • • EXTERIOR INTERIOR • I : �i;iF • Rlat: i SEE NOTE 8 ON SW. 4 0.50" MR 0.125' 1WP 0150' AIR BASS WK. MASS SPACE a 125' TFOP. 0.50 .25' x .50' CLASS Gass INTERCEPT BirE SEEL : SPAOR 1/r MAO WOO CLASS } fi P p e . 41323 MS Coped Shit CU NOoldeP. MOP 32150 PVC PPP aP Poid d s NO. PROMO' REVISED os complying wdhthe B &ng No D S Used Divan o mp Edda Building Cods • Magian= No ExpbationDate � �lR � •kProtuct rte _ Coral Division Prepared 5f' Phone: 32 11,590 -17M Fat 321 -690 -1789 g 1 lk i Da 9 -11 -01 MTS. 0114. JMU ac en S. SAFFELL VP= NO seers 1.75' 1.BP -I JULi 12 24GA (0.021' STEEL 1.645' 11 :: 18 x 30' LONG 1.50" 1 062' AST ax FIRS TWO 0.3125' 250' DM x 9' LON ROL15; 1. WIT, 1.01 NOTION 1.08"k :.. ALI 1.67' • ••• • • • • • • 1.00 • • 'rf2' Or. • PJkil sat. • 0.1 • � SINE • • • • • • ••• • • • • WY' • •• • • • ••• •• • • • •• • • • ;1;•••• 0-LON QM 650 -- 1.25' ■ !' 7 0125'ST . 11.875' • �+- 1.67'• •• •• • • • • •• • • a9. 71! LVL •• • • • • ••• •• 0.46' 1.74' 067' • • 1.00 _1 • • • • • • • • • • 0.513' • DIA. VMS NM HARDWARE 85110 =MAU 15 FINGER JOINTED PONDEROSA PINE 0 / 1;(1,'12 11 i(r.i POLYPROP. 1.042' OULTOLK LVL 1.54' 4.00' 0 - 11.013' r- at L II • • , YPR�P ®0.75' 0.375' --I Rf Jai " 1"; 3' 11 lIIi 1.375' r- © + 0 00 1 t RDDUCFREVISED r 1.71' -- �,it._inp with the Moo* Acceptatio 10 15.05 4.5625' MUM FAWN tIO TEO PONDEROSA PS8: 0,087' 4- f 4.000" 4.041' STANDARD B J11P FA151FIRFS110LD 0;,, ALWB8g1- BY PE6810 MOD WERT 2.19' 1.59' Florida 0323 MS Cagsoll Rae. Ws 015 ME CMOs .1Mk**, 10.s 1 0.75' 0.50' 7 By -11-*- 0.125' 91 `" Vii; 1.75' 262'. II' POLYPROP. Dlebiam 7114 04'4 4'.x 0.09 116E STEEL 0.58' 1.00' Prepared Br I U L. 0 0 o LW Phmix 321 -880 -1769 Fat 321 -690 -1789 PRODUCT REVISED as complying with *snot& Building Code NO ? . ■ PwCos4d CEO ave 8 -11-01 sate, MT. aa. ew JWJ OK Mt SAFFELL MAIM No4 5 -2104 stares aj. • - • PW + O0 P5F • HR = 4.V10 - 70.0 P5F • • - • • • • • • • • • • • • • •• • • • •• • • • ' • • • • • • • • • •• • • • • • • • • • • •• • • • • • •• • • • • • •• •• • • •• • • , - • • t •• • • -• • A/04 09- 0 90/ 52h 7( 57% fik X0 • i-;') P 1:);•:(' ")E•.I'T • • 52h x Icige • i-1R - 0 0 0.(c ' • Shores Irsify 9A 06- 0125' 07 /410(liOn • • )(: d . 375 37 #0,4.0itepai4 52A x39,4 ROX - 16.10•1 3637% 1 44 k X I bet • • .1 OM. NO = 09- 09 . 52.4 x 4 q%" P c)) I4. 73 x Ng X0 New:gag- 00/.07 ) • • AVA r 0 9'0901 1 • NOA: 06 .0125. 07 • . .14041) x 2% x .10 • • gi • • 4/44 ::09-d90407 55Y VA 550174 .1_ rige/PA PW . 364. 4214 • Phiv,y4 (a O 1 . 15 • beki. Btu DooR /6,e /VW /aril .5 7, /1/0/"/ L , ./a/ht/9 • le0e NOA in-0'101'M N °AIM-4(1°1a i4R 55")Aq% 55cig" 1 0 . c4X- . i . Y. 2 '.375 Ploitiom 4%/5 "it.; 110A 7. 66 -0125 • as,=•••■ .■■••■ ■••• Kt 01•111■■• 111•■• e 52Ye pq5/ ut xo NOA - OW • 014 „, ° 5ZYg x 373 4'1 SUBJECTFa COMPUANIM VVM4 ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): /- ��1i°6Z-- Phone #: . Address: / 6 2 Ni"" (0 9 o � City: dye 1 TYL-t / State: Tenant/Lessee Name: Phone #: Email: 04 (-4-s C " JOB ADDRESS: S,- - City: Miami Shores County: Miami Shores Village 5-061, ,7`“t Department a s Building p you � 9 ���oo VI 10050 N.E.2nd Avenue, Miami Shores, Florida 3313 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Miami Dade Folio/Parcel #: Is the Building Historically Designated: Yes NO '- Value of Work for this Permit: $ ° I1 (Z Type of Work: DAddress ❑Alteration Description of Work: 1 11171 . 4--"e4 CAJ A. 'Y Square/Linear Foo of Work: New 01 pair/Rep ace L Master Permit No. (1 4441 ..T / e_c_p 'o 1VI S P � Permit No. W 1 V '' 2.,a Flood Zone: CONTRACTOR: Company Name: � Phone #: S'A,A Address: City: State: Zip: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Zip: ? 2 /Ce Zip: ❑Demolition COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: ******* * *** *** * * * * * * * * * * * * * * * * * * * * * * ** *F ***** ****** * * * * * ** * * ** * * * * * * * * * * * * * * * * * * ** ®� Submittal Fee $ 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 $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. The fore oing strument ac .wledged bef re me this • The foregoing instrument was acknowledged before me this day of , 20 l V by �: Ll� �. I , day of , 20 , by • • is personally known to me or who has produced as identification and who did take an oath. wh is ersonarlJl • known n �t¢a a or who has produced 4(f a.. �'U . 2tAlsaatification and who did take an oath. NOTARY B IC: 11 1' I Sign: Print: ° �ac•,e lY , *********** **** **** * ******** *** *** ***** : ***********k * ****** ****** ** ** ****k********** &,t * *** ******* My Commission Expires: APPROVED BY Signature Owner or Agent t7 Contractor (pe / z: (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) e NOTARY PUBLIC: ; c,, C ,� �°1 _ YS\ a;S.A , ;(4 , - .),, , , ,,,,c . 1 ;,-,.' Sign: v' �� ,- SC' b - e Print: My Commission Expires: Plans Examiner Zoning Structural Review Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. Y VC) 1O FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: S1ATIUWLIFfffriA • -, Mice that imp, is will be made to certain real 1 KAOiE'iW��`m '� . ' E 713 , the following information ` °P A "to en il � \ I, ~1 (6 2- Ni 4 sue Space above reserved for use of recording office al description of pro •arty -,- : street/address: • n`fi -y! s1 2 ‘ s, /c. 31/6, 2. Description of improvement: 3. Owner(s) name and address: fA#W h$ "4:4. Interest in property: £ I od✓ /N•Atz4.0117 O/ Name and address of fee simple titleholder 4t4'V ' C / G 2 i/ w / c 9 iy .� s / vrct,r 4. Contractor's name, address and1hone number d(Drue.ca ## .l . . ifte/A/ /-M-S' / b' z Jv w /0 V s¢ . fYt /04-e4/ s. mss, Ft 13 to r 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 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 phone number. 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor'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 TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Ow Prepared By Print Name Title /Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The for \ jnstrum B UW� 3 Individually, or ❑ a ❑ Personally known, or Signatlfre(s) of By • 129.01.52 P :a 9 9/10 ' Authorized Officer/Director /Partner/Manager Prepared By Print Name d before me this A9 1 day of for produced the following type of ident Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO Under penalties of perjury, I declare that the facts stated in it are true, to the best of my knowledge and belief. 111111111111111111111111111111111111111111111 CFN 2010R0798!87 OR Bk 27502 F's 203,3F ( 1 s ) RECORDED 11.� 29/201i0 14 :10 :55 HARVEY RUV'IHr CLERK OF COURT MIAMI— C{AC'E COUNTYr FLORIDA LORLAST F'AGE f ue�L /. .6 z /1//4. /1//4. /t g s ? 401,0mixr 33(6 .A010 � ! CrIriaj T 17 Y U llril!71 �y A SECTION 92.525, FLORIDA STATUTES �� ?BM-STATE M FC.S ATE O� "T 1 that I have read the foregoing and Cut:itris 4 tr:T1 �'1SiR Commis' n 7 1 1i 17i?z3 ° BONDED `i S P. 23, 2f,11 s)'s Authorized Officer /Director/Partner/Managervho signed above: BONDED f ;f J L� �` co,irtt:. dTLfu. CT $O1 r} By OWNER BUILDER DISCLOSURE STATEMENT NAME: &4N ft 4 PEC DATE: // /'c ADDRESS: 76 2 /' 7 ' /f 7/ s�0f -C3 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner- builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Infial' 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initi 4. I understand that I may build or improvela one family or two- family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initi al 5. I understand that, a's the owner - builder, I must provide direct, onsite supervision of the construction. M iami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Initial Initial= ,— I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial`'�� 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner - builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http : / /www.mvfloridalicense.com /dbpr /pro /cilb /index.html 11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: (Z12 NW / a 9 J' , 4T rA544■ . r' 1 i4'1_ ?J / C.f- 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Was acknowledged before me this 2 9 day of ,vo ° 20 7 Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractors workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and retumed to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Produced there License or l � '�I� � b ' 2AiDtification. who was personally known to me or who has Initial Initial__' Initial_ Mean Roof Height DESIGN PRESSURES (PSF) • Zone 5 10 15 20 Tributary Area So Ft) 40 45 50 25 30 35 0 -15 ft -62.2 +48.5 -59.8 +452 -58.0 +44.4 - 56.7 +43.7 - 55.6 +43.1 -54.6 +42.7 -53.8 +42.3 -53.1 +41.9 -52.5 +41.6 16 ft -63.1 +47.1 - 60.6 +45.9 -58.8 +45.0 -57.5 +44.3 -58.3 +43.7 -55.4 +43.3 - 54.6 +42.9 -53.9 3.9 +42.5 -53.2 -53 +42.2 18 ft -64.6 +48.3 -62.1 +47.0 -60.3 +46.1 - 58.9 +45.4 -57.8 +44.8 -56.8 +44.3 -55.9 +43.9 -55.2 +43.6 -54.5 +432 20 ft -66.1 +49.4 53.5 +48.1 -61.8 +47.1 -60.2 +46.4 -59.0 +45.8 -58.1 +45.3 -57.2 +44.9 - 56.4 +44.5 -55.8 +442 22 ft -67.4 +50.4 -64.8 +49.0 -62.9 +48.1 - 61.4 +47.4 -60.2 +46.8 98.4 -59.2 +48.3 5 +45.8 - 57.6 +45.4 58.9 +45.1 24 R -88.7 +51.3 -66.0 +49.9 -64.1 +49,0 -62.8 +48.2 -61.4 +47.6 -60.3 +47.1 -59.4 +46.7 - 58.7 +46.3 -58.0 +45.9 28 ft 59.8 +52.2 - 67.1 +50.8 -65.1 +49.8 53.6 +49.1' -62.4 - ;+484 -61.4 +47.9 -60.4 +47,5 -59.6 +47.1 -58.9 +46.7 28 ft -70.9 +53.0 -68.2 +51.6 -68.2 +50.6 -64.8 +49.8 53.4 +49.2 -62.3 +48.7 -61.4 +48.2 -60.6 +47.8 -59.9 +47.4 30 ft -72.0 +53.8 -69.2 +52.3 -67.1 +51.3 -65.6 +50.6 -64.3 +49.9 -63.2 +49.4 52.3 +48.9 51.5 +48.5 -60.7 +48.1 32 ft -73.0 +54.5 -70.1 +53.1 -68.1 +52.0 -66.5 +51.3 - 852 +50.5 -64.1 +50.1 -63.1 +49.8 -62.3 +492 -61.6 +48.8 34 ft 38 ft 73.9 +552 -74.8 +55.9 -71.0 +53.7 - 71.9 +54.4 4 0, - 87.3 +51.9 58.1 +52.5 -66.0 +51.3 -66.8 +51.9 -52.7 +48.2 52.3 +47.8 -63.1 _ +49.8 -63.9 +50.4 -62.4 +49.4 -63.1 +50.0 38 ft -75.7 +55,5 -72.7 +55.0 -70.8 +54.0 -68.9 +53.1 -67.6 +52.5 -68.5 +51.9 - 85.5 +51.4 -84.6 +51.0 -63.8 +50.6 40 ft -76.5 +57.1 -73.5 +55.6 -71.3 +54.5 -69.7 +53.7 5 8.3 +53.0 -67.2 -6762 +52,5 5 +52.0 - 65.3 +51.5 -64.5 +51.1 42 ft -77.3 +57.7 -74.2 +56.2 -72.1 +55.1 -70.4 +54.3 -69.0 +53.8 -67.9 +53.0 -66.9 +52.5 - 66.0 +52.1 -65 -65.2 +51.7 44 ft -78.0 +58.3 -75.0 +56.7 -72.8 +55.7 -71.1 +54.8 -69.7 +54.1 - 88.5 +53.5 -87.5 +53.0 56.6 +52.6 -65.8 +522 46 ft -78.8 +58.8 -75.7 +57.3 -73.5 +56.2 -71.8 +55.3 -70.4 +54.6 -69.2 +54.0 -68.2 +53.5 57.3 +53.1 -68.5 +52.7 48 R -79.5 +59.4 -76.3 +57.8 -74.1 +58.7 -72.4 +55.8 -71.0 +55.1 59.8 +54.5 -68.8 +54.0 -67.9 +53.6 57.1 +53.1 50 ft -80.2 +59.9 -77.0 +58.3 -74.8 +57.2 -73.0 +58.3 -71.6 +55.6 -70.4 +55.0 59.4 +54.5 -68.5 +54.0 -67.6 +53.6 52 ft -80.8 +60.4 -77.6 +58.8 -75.4 +57.6 -73.8 +56.8 -72.2 +58.1 -71.0 +55,4 - 69.9 +54.9 -69.0 +54.5 -68 -68.2 +54.0 54 ft -81.5 +60.8 -78.3 +59.2 -76.0 +58.1 -74.2 +57.2 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 -69.6 +54.9 -68.7 +54.5 68 ft -82.1 +61.3 -78.9 +59.7 -76.8 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 +56.3 -71.0 +55.8 - 70.1 +55.3 -69.3 +54.9 80 ft -83.3 +622 -80.0 +60.8 -77.7 +59.4 -75.9 +58.5 -74.4 +57.8 -73.2 +57.1 -72.1 +56,6 -71.1 +58.1 -70.3 +55.7 Mean Roof Height DESIGN PRESSURES (PSF) • Zone 4 10 15 20 Tributary Area (Su Ft) " -40 45 50 25 30 35 0 -15 ft -50.4 -49.2 -48.3 -47.8 -47.1 -48.6 -46.2 - 45.9 -45.5 +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 18 ft -51.1 +47.1 - 49.8 +45.9 - 49.0 +45.0 -48.3 +44.3 -47.7 +43.7 - 47.3 +43.3 -48.8 +42.9 -485 +42.5 452 +42.2 18 ft -52.4 +48.3 -51.1 +47.0 -50.2 +46.1 -49.5 +45.4 -48.9 +44.8 - 48.4 +44.3 - 48.0 +43.9 -47.7 +43.6 -47.3 +432 20 ft -53.5 +49.4 -522 +48.1 -51.3 +47.1 -50.6 +46.4 -50.0 +45.8 -49.5 +45.3 -49.1 +44.9 - 48.7 +44.5 -48.4 +44.2 -53.3 -52.4 -50.5 -49.7 -49.4 22 ft +49.0 +48.1 +46.3 +45.4 +45.1 -54.3 -53.3 -51.5 - 50.6 -50.3 24 ft +49.9 +49.0 +47.1 +46.3 +45.9 26 ft 56.8 +52.2 542 -55.2 +50.8 5 +49.8 -53.5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47.5 51.5 +47.1 -51.1 +46.7 28 ft - 57.5 +53.0 56.1 +51.6 -55.1 +50.6 -54.3 +49.8 -53.7 +49.2 -53.2 +48.7 -52.7 +48.2 52.3 +47.8 -51.9 +47.4 30 ft -58.3 +53.8 - 56.9 +52.3 -55.9 +51.3 -55.1 +50.8 -54.5 +49.9 -53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 32 ft -59.1 +54.5 -57.7 +53.1 - 58.7 +52.0 -55.9 +51.3 -552 +50.6 -54.7 +50.1 -54.2 +49.8 -53.8 +49.2 -53.4 +48.8 34 ft cv 0, 10 csi - 56.6 +51.9 -55.9 +51.3 41' -54.5 +49.8 q 36 ft -57.3 +52.5 -56.6 +51.9 -55.1 +50.4 38 ft -61.3 +56.5 -59.8 +55.0 -58.7 +54.0 -57.9 +53.1 -57.3 +52.5 -56.7 +51.9 -582 +51.4 - 55.8 +51.0 -55.4 +50.6 40 ft - 62.0 +571 -60.5 +55.6 -59.4 +54.5 -58.6 +53.7 -57.9 +53.0 -57.3 +52.5 -58.8 +52.0 - 56.4 +51.5 -56.0 +51.1 42 ft -62.6 +57.7 -61.1 +58.2 -60.0 +55.1 -592 +54.3 -58.5 +53.8 -57.9 +53.0 -57.4 +52.5 - 57.0 +52.1 56.6 +51'2 44 ft -63.2 +58.3 -61.7 +58.7 -80.8 +55.7 -59.7 +54.8 -59.1 +54.1 -58.5 +53.5 -58.0 +53.0 -57.5 +52.6 -- 57:1: - -+522 46 ft 53.8 +58.8 - 62.3 +57.3 -61.2 +562 -60.3 +55.3 -59.6 +54.6 -59.0 +54.0 - 58.5 +53.5 -58.1 +53.1 -57.7 +52.7 48 ft -64.4 +59.4 -62.8 +57.8 -61.7 +56.7 - 80.8 +55.8 - 60.1 +55.1 -59.6 +54.5 -59.0 +54.0 -58.6 +53.6 -582 +53.1 -64.9 - 83.4 -62.2 51.4 50.7 -60.1 -59.5 59.1 -58.7 50 +59.9 +58.3 +57.2 +56.3 +55.6 +55.0 +54.5 +54.0 +53.6 52 ft -65.5 53.9 -62.8 -61.9 -812 -60.8 -60.0 -59.6 -592 +60.4 +58.8 +57.6 +56.8 +58.1 +55.4 +54.9 +54.5 +54.0 54 ft -66.0 +60.8 -64.4 +692 -63.3 +58.1 -62.4 +57.2 -61.7 +56.5 51.0 +55.9 -60.5 +55.4 -60.1 +54.9 -59.6 +54.5 56 ft - 68.5 +61.3 -64.9 +59.7 - 83.7 +58.5 52.9 +57.7 52.1 +56.9 51.5 +56.3 51.0 +55.8 -60.5 +55.3 -60.1 +54.9 80 ft -87.5 +62.2 - 85.8 +80.6 - 64.7 +59.4 -83.8 +58.5 - 63.0 +57.8 - 82.4 +57.1 -61.9 +56.6 -61.4 +56.1 -61.0 +55.7 03/02/2009 - 5:01 pm troyb F:103 Elements \10 Loading \11 Calculators1ASCE 7 -051 FLB - ASCE 7 -02 Pressure Charts (0-60).dwg 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES WIND VELOCITY =146 MPH EXPOSURE. 'C' INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1,0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION W REQUIRED. 1 ELEVATION 1 WALL ZONE FIGURES MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd PEAK ROOF HEIGHT MEAN ROOF HEIGHT C 61 O m a 0 m z to cn u1 REMARKS INIT ISSUE REVISE FOR 07 FBC DRWN CL CHKD FLB TSB DATE 04/19/06 02/23/09 FLB THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, PE. "ALTERATIONS, ADDITIONS, HIGFUGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 2007 FLORIDA BUILDING ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING CODE ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH 69885 MIAM6DiADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Tedmology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas when 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 Division (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 AH.1 may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 1 "X Heavy Wall Aluminum Tube Clipped Mullion - L.M.Y. APPROVAL DOCUMENT: Drawing No. 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 7 of 7; dated 04/28/00, with last revision on 05/30106, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 renews and revises NOA # 04-0528.05 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 Jaime D. Gascon, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com NOA No 06- 0125.07 Expiration Date: June 28,2011 Approval Date: July 20, 2006 Page 1 PGT Industries CALCULATIONS NOTICE OF ACCEPTANCE: EVIDENCE SUBMI11 A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped - Mullion ", Sheets 1 through 7 o 7, dated 04/28/00, with last revision on 05 /30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum.- windows (00 configuration) 60" x 54" mulled together with a ix 2x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01/05 /01, signed and sealed by Antonio Acevedo, P.E. _ - "Submitted under NOA # 04- 0528.05" . Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a lx 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04- 0528.05" 3. Test reports on 1) Uniform Load Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0/00 configuration) mulled together with a lx 2 x 3/4" wall vertical mullion and .a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04-0528.05" 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Industries, dated 05/30/06, signed and sealed by Robert L. Clark, P.E. E -1 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06-0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated January 23, 2006, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 04- 0528.05, issued to PGT Industries for their 1 x Heavy Wall - Aluminum Tube_Clipped Mullion, approved on 07/15/20 and expiring on 06/28/06. E -2 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE. 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.gov/buildinecode NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 "PW 520 Vinyl" White PVC Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 5190 -1, titled "Vinyl Picture Window, Large Missile Impact ", sheets 1 through 10 of 10, dated 08/04/08 with revision "A" dated 11/25/08, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and Approval date by the Miami -Dade County Product Control Division. 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 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 prformance 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 copyof 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 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. 08 -0820.15 Expiration Date: January 08, 2014 Approval Date: January 08, 2009 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 5190 -1, titled "Vinyl Picture Window Large Missile Impact ", sheets 1 through 10 of 10, dated 08/04/08 with revision "A" dated 11/25/08, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on:_ 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 - 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a vinyl fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 5712, dated 08/13/08, signed and sealed by Carlos S.Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a vinyl fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5729, dated 09/09/08, signed and sealed by. Carlos S. Rionda, P.E. 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram, prepared by Architectural Testing, Inc., Test Report No. ATI- 84576:01- 401 -47, dated 10/31/08, signed and sealed by Joseph A. Reed, P.E. (For Reference only) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FB22004 and 2007, prepared by manufacturer, dated 11/25/08, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -02/04 E -1 Manuel ' - , P.E. Product Centro miner NOA No. 08- 0820.15 Expiration Date: January 08, 2014 Approval Date: January 08, 2009 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB, Interlayer" dated 01/05/06, expiring on 12/1.1/10. 2. Notice of Acceptance No. 06- 1220.01 issued to Spectus Systems — A Mikron Company for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 01/11/07, expiring on 12/26/11. - F. STATEMENTS - 1. Statement letter of conformance, dated August 12, 2008, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated August 12, 2008, signed and sealed by Robert L. Clark, P.E. 3. Laboratory compliance letter for Test Report no. FTL -5729 and FTL -5712, issued by Fenestration Testing Laboratory, Inc., dated August 13, 2008 and September 09, 2008, signed and sealed by Carlos S. Rionda, P.E. 4. Laboratory compliance letter for Test Report no. ATI- 84576.01- 401 -47, issued by Architectural Testing, Inc., dated October 31, 2008, signed and sealed by Joseph A. Reed, P.E. (For Reference only) G. OTHERS 1. None E -2 Manuel P a ' .E. Product Control •� finer NOA No. 0 ; H 20.15 Expiration Date: January 08, 2014 Approval Date: January 08, 2009 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Divi §ion (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 man ner, 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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 "HR -510" White PVC Horizontal Roller Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 5191 -2, titled "Vinyl Horiz. Roller Window, Impact- resistant ", sheets 1 through 10 of 10, dated 08/12/09, with revision A dated 01/18/10, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 produce. 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 consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI•DADE COUNTY APPROVED MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.iniamidade.gov/buildingcode NOA No. 09- 0901.07 Expiration Date: February 17, 2015 Approval Date: February 17, 2010 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED - A. DRAWINGS 1. Manufacturer's die drawings and sections. - 2. Drawing No 5191 -2, Sheets 1 through 10 of 10, titled "Vinyl Horiz. Roller Window, Impact - resistant ", dated 08/12/09, with revision A dated 01/18/10, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 - 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a series HR -510 vinyl horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5916, dated 06/18/09, signed and sealed by Julio E. Gonzalez, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2007, prepared by manufacturer, dated 08/20/09, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. F. STATEMENTS 1. Statement letter of conformance, dated August 20, 2009, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated August 27, 2009, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. None. E -1 Man el Per Product Control E: , er NOA No. 09 -0' 11.07 Expiration Date: February 17, 2015 Approval Date: February 17, 2010 PW = + 0.0 - go.° :P5F HR = +6.0 - 70.0' #04 = d9 090 • 07 ©Q -09- 0900.0, 52h c 3P % NR. X® NOA= Q6- .0I26°07 • UoIitc'n 1 x'2 x 4375 37% waif 09014? 52x37 s • i 3657% i ' I 'X0 bO I 52 d x4 / /" NR 'XO be, 6 0 1(0 0.fr .NPR 09- a9o/. a7 ■ 52 /i'x q% . 1 X0 kt O 73 x4cl% Q X0 ova ®9©/• v7 - A✓OA 09 -096 '7 4/04 d9- 6901. )7 xro I' ox 55% OA • 55 x 61 NOA= 06..0125. x 2% x :S7 CIA Pw ri 30. 420 OA. oz-o$20..15 i( ilfte • . ;041/ NOa : oq- O'1O(' 071 N 4A - 04 - SIR I &tne 55"4c(% 55 f+ I DDOg X a .o4 1 , 1 :2 I4oilio iJ 4T/ 5'X NOA a 66-0125: 07 • /6,e /1/dt/ /lJy , yiatiri �go��s ♦ FL i(�f�tie g olrooff , . __ ...1 52/g Aiq s/ x0 /t/DA- a9- 0900/• Retrai x 357 it axi u j R Mian AIWA = 49 7 52h x n/1r 1(O ir ern. mcM7717) BY ........ r..rr....w9 • • • • • • • ANCHORS '; „ OR "D" { ENDS AND ){A MULLIONS 7 W2 W W = W1 -i-W2 H = H1 +H2 ANCHORS DETAIL A ANCHORS DETAIL A ANCHORS DETAIL "B "C" 01? "0" AT .BOTH ENDS AND AT BOTTOMS. wl y wz y w �--� MULLIONS (2) WINDOWS MUI LED H = H1 +H2 +W3 W/ONE ABO1/E MULTIPLE WINDOWS MULLED FOR DETERMINING MU ALLOWABLE W/ONE ABOVE DESIGN PRESSURE SEE TABLES FOR DETERMINING MAX ALLOWABLE . ON PAGES 5, 6 & 7 DESIGN PRESSURE SEE TABLES M1) MAX OPENING = H OR 1I1 +H2 ON PAGES- 5, 6 & 7 MULL LENGTH = W OR W I +W2 M3) MAX OPENING = H OR H 1 +H2 M2) MAX OPENING = W 01? W 1 +W2 MULL LENGTH = W OR W1 +W2 +W3 MULL LENGTH = HI M4) MAX OPENING = W1 +W2 OR W2 +W3 NOTES MULL LENGTH = 111 1. THE 33 1/3Z STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. 2, 3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON — IMPACT APPLICATIONS. 4. REFERENCE -- TEST REPORTS: F71-2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03-0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE MENTS OF THE FLORIDA BUILDING CODE, 2004 COITION FOR THE HIGII VELOCITY HURRICANE ZONE (HVHZ). • 5. W000 BUCKS Et( OTHERS, MUST BE t t'.!CH HOREt7 , ''r ?OP W .Y ► O TRANSFER LOADS )0 THE S1 RUCi URE. FOR ANCHORAGE obert L' Cork, P.E. PE 09712 Structural ANCHORS DETAIL "B "C" OR "D" BOTH ENDS • ANCHORS DETAIL "C" OR "0" GOTH ENDS L W2 W - W1 +W2 ,d2,1.111112PWS MULLED TOGETHER FOR DEltRM1N /NG MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR WI +W2 MULL LENGTH = H 1070 TECHNOLOGY DRIVE NOKOMIS, a 34275 P.O. BOX 1529 NOKOMIS. FL 34274 F.K. MULLION J3 0/06 5,5/66 R•^on•: 0-ADD NOTES 5 & 6 C—ADD TECH. REFS TYPE, QUANTI7Y AND LOCATION, REFER TO SHEETS TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS brown G !m s: P.J.P. 4/28/00 aeeer om 1 " HEAVY WALL, ELEVATIONS Tt1o: H H1÷112 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR HI +H2 MULL LENGTH .= W , . : �, l.2-.>, MI= ALUMINUM TUBE CLIPPED MULLIQN D Serkie/Ltod.l: Scot*: shoot: Drv»J,rp No. MULLS NTS 1 or 7 6221 MULLION • • • • • •• • • 0000 • • •0•• • • •• •• • • • • • • • • • • •• • • • • . • • • •• • • • • • •• • •• • • • • • • • 0000 • • 0 • • •• • • • ••••• • • • • • • • • • • 0 / t1 1 CD t w �_._i I- ANCHORS '; „ OR "D" { ENDS AND ){A MULLIONS 7 W2 W W = W1 -i-W2 H = H1 +H2 ANCHORS DETAIL A ANCHORS DETAIL A ANCHORS DETAIL "B "C" 01? "0" AT .BOTH ENDS AND AT BOTTOMS. wl y wz y w �--� MULLIONS (2) WINDOWS MUI LED H = H1 +H2 +W3 W/ONE ABO1/E MULTIPLE WINDOWS MULLED FOR DETERMINING MU ALLOWABLE W/ONE ABOVE DESIGN PRESSURE SEE TABLES FOR DETERMINING MAX ALLOWABLE . ON PAGES 5, 6 & 7 DESIGN PRESSURE SEE TABLES M1) MAX OPENING = H OR 1I1 +H2 ON PAGES- 5, 6 & 7 MULL LENGTH = W OR W I +W2 M3) MAX OPENING = H OR H 1 +H2 M2) MAX OPENING = W 01? W 1 +W2 MULL LENGTH = W OR W1 +W2 +W3 MULL LENGTH = HI M4) MAX OPENING = W1 +W2 OR W2 +W3 NOTES MULL LENGTH = 111 1. THE 33 1/3Z STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. 2, 3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON — IMPACT APPLICATIONS. 4. REFERENCE -- TEST REPORTS: F71-2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03-0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE MENTS OF THE FLORIDA BUILDING CODE, 2004 COITION FOR THE HIGII VELOCITY HURRICANE ZONE (HVHZ). • 5. W000 BUCKS Et( OTHERS, MUST BE t t'.!CH HOREt7 , ''r ?OP W .Y ► O TRANSFER LOADS )0 THE S1 RUCi URE. FOR ANCHORAGE obert L' Cork, P.E. PE 09712 Structural ANCHORS DETAIL "B "C" OR "D" BOTH ENDS • ANCHORS DETAIL "C" OR "0" GOTH ENDS L W2 W - W1 +W2 ,d2,1.111112PWS MULLED TOGETHER FOR DEltRM1N /NG MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR WI +W2 MULL LENGTH = H 1070 TECHNOLOGY DRIVE NOKOMIS, a 34275 P.O. BOX 1529 NOKOMIS. FL 34274 F.K. MULLION J3 0/06 5,5/66 R•^on•: 0-ADD NOTES 5 & 6 C—ADD TECH. REFS TYPE, QUANTI7Y AND LOCATION, REFER TO SHEETS TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS brown G !m s: P.J.P. 4/28/00 aeeer om 1 " HEAVY WALL, ELEVATIONS Tt1o: H H1÷112 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR HI +H2 MULL LENGTH .= W , . : �, l.2-.>, MI= ALUMINUM TUBE CLIPPED MULLIQN D Serkie/Ltod.l: Scot*: shoot: Drv»J,rp No. MULLS NTS 1 or 7 6221 MULLION • • • • • •• • • 0000 • • •0•• • • •• •• • • • • • • • • • • •• • • • • . • • • •• • • • • • •• • •• • • • • • • • 0000 • • 0 • • •• • • • ••••• • • • • • • • • • • w - -- ---- t • ANCHORS '; „ OR "D" { ENDS AND ){A MULLIONS 7 W2 W W = W1 -i-W2 H = H1 +H2 ANCHORS DETAIL A ANCHORS DETAIL A ANCHORS DETAIL "B "C" 01? "0" AT .BOTH ENDS AND AT BOTTOMS. wl y wz y w �--� MULLIONS (2) WINDOWS MUI LED H = H1 +H2 +W3 W/ONE ABO1/E MULTIPLE WINDOWS MULLED FOR DETERMINING MU ALLOWABLE W/ONE ABOVE DESIGN PRESSURE SEE TABLES FOR DETERMINING MAX ALLOWABLE . ON PAGES 5, 6 & 7 DESIGN PRESSURE SEE TABLES M1) MAX OPENING = H OR 1I1 +H2 ON PAGES- 5, 6 & 7 MULL LENGTH = W OR W I +W2 M3) MAX OPENING = H OR H 1 +H2 M2) MAX OPENING = W 01? W 1 +W2 MULL LENGTH = W OR W1 +W2 +W3 MULL LENGTH = HI M4) MAX OPENING = W1 +W2 OR W2 +W3 NOTES MULL LENGTH = 111 1. THE 33 1/3Z STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. 2, 3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON — IMPACT APPLICATIONS. 4. REFERENCE -- TEST REPORTS: F71-2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03-0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE MENTS OF THE FLORIDA BUILDING CODE, 2004 COITION FOR THE HIGII VELOCITY HURRICANE ZONE (HVHZ). • 5. W000 BUCKS Et( OTHERS, MUST BE t t'.!CH HOREt7 , ''r ?OP W .Y ► O TRANSFER LOADS )0 THE S1 RUCi URE. FOR ANCHORAGE obert L' Cork, P.E. PE 09712 Structural ANCHORS DETAIL "B "C" OR "D" BOTH ENDS • ANCHORS DETAIL "C" OR "0" GOTH ENDS L W2 W - W1 +W2 ,d2,1.111112PWS MULLED TOGETHER FOR DEltRM1N /NG MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR WI +W2 MULL LENGTH = H 1070 TECHNOLOGY DRIVE NOKOMIS, a 34275 P.O. BOX 1529 NOKOMIS. FL 34274 F.K. MULLION J3 0/06 5,5/66 R•^on•: 0-ADD NOTES 5 & 6 C—ADD TECH. REFS TYPE, QUANTI7Y AND LOCATION, REFER TO SHEETS TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS brown G !m s: P.J.P. 4/28/00 aeeer om 1 " HEAVY WALL, ELEVATIONS Tt1o: H H1÷112 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR HI +H2 MULL LENGTH .= W , . : �, l.2-.>, MI= ALUMINUM TUBE CLIPPED MULLIQN D Serkie/Ltod.l: Scot*: shoot: Drv»J,rp No. MULLS NTS 1 or 7 6221 MULLION • • • • • •• • • 0000 • • •0•• • • •• •• • • • • • • • • • • •• • • • • . • • • •• • • • • • •• • •• • • • • • • • 0000 • • 0 • • •• • • • ••••• • • • • • • • • • • WOOD BUCK PGT 1x MULLION MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 1x MULLION • 2 "OR4--] 1" MULL= �~ FOR 1" MULL i TYPICAL MULLION TO MULLION INSTALLATION. DETAIL "A" PGT- 1x MULLION SEE NOTES 2 & 3. MIN r' (TYP) 1g(TYP ANCHOR EMBED. SEE NOTE 2 MW. "(TYP) th(TYP • #12 FH SMS STAGGERED ON OPPOSITE SIDES PGT 1 x MULLION (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 #12 SCREW, SEE NOTE 3 SEE NOTES 2 & 3 WOOD BUCK REMOVED TO CONCRETE 1 SEE NOTE 1 • 2" OR 4 ". #12 FH SMS STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 PGT lx MULLION— TYP CAL MULLION TO STRUCTURE WITH NOTES; WOOD BUCK. DETAIL "9" 1. FOR CONCRETE APPLICATIONS IN MIAMI —DADE COUNTY, USE ONLY MIAMI —DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR 4/4" SS4 CRETE —FLEX MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE SEE 15 2 1/2". MIN. EMBEDMENT: TAPCONS 1 1/4': CRETE —FLEX 1 3/4" NOTE 1' ° y: •`_.:_s 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 1/4" TAPCONS OR 1/4" f SS4 CRETE —FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR A STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEETS 5, 6 AND 7. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL — TO —CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING (MINIMUM OF 2 SCREWS PER CLIP). 5. IyfPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED 01? PLATED. 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. Robert L Clark. P.F. PE X39712 Structural TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL "C" 2h(w) 18(TY SEE NOTE 1 WOOD BUCK (TY ) 11I(TYP SEE f - NOTE 1 - —2" OR 4"--• — 2" OR 4" N To ST TURE WITH y 000 UU(K AND CONC.. DETAIL "0" #12 FH SMS STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 1070 1FCNNOLOGY C ?lV£ NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. fL .34274 Raved By: 5'3 0/06 ID— MOO1fY NOTES J dti 5 Raved By Oa Revisions,: F.K. 5 C ADD EMBED. DETAILS e Dots: P.J.P. 4 28 00 Qesc 1' IIEAVY WALL, CLIP INSTALLATION DETAIL IUIO: ALUMINUM TUBE CLIPPED MULLION Series/Modal: Scare: Sheet: MULLS NTS 2 ef 7 #12 PH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 MASONRY ANCHOR, SEE NOTES 1 & 3 soar its Him* Deming too. 6221 Rev: • • • • -• • • • • •• • - • • •• • ••• • • • • • • • • • •• • •• • •• •. • • • • •• • •• •••- • • -• • • • • • • • • • • - •• • •••• • . - •••• • •• • • • • • • • • • • MULL SIZE 1 1" MULL CUP (CLIP TO OPENING) EXTRUSION DWG # 1099 . 1" MULL CLIP W /TABS REMOVED (CLIP TO MULL) - EXTRUSION DWG #1099 x 2 x 3/8 1 x 2 J/4 x 3/8 1 x 2 3/4 x 21/32 1 x 4 x 3/8 CLIP LENGTH CHART FOR 1x MULL 'A' 1 3/16 �1 15/16 1 .3/6 3 3/16 LOCATIONS 1 A/2 gMINJLA O ONE (1) ANCHOR _ LOCATION TWO (2) ANCHOR ® THREE _(3,) ANCHOR LOCATIONS • -8 MIN.TYP. �4IN q TWO (2) ANCHOR .LOCATION NOTES: 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLFASE REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUr? SPECIFIC APPLICATION. 2. 3/8 MIN. EDGE DISTANCE . iPPUES TO ALL DIMENSION SHOWN AS MAX. 3. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. © FOUR (4) ANCHOR _LOCATIONS ® THREE (3) ANCHOR LOCATIONS ,Zobert L Clark, P.E. PE #39712 Structural TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS R.vsd flat : Revis F e. 5).30/06 =Sic THIS SHT R �FK C 5,5/06 —REDRAW, C ADO DIU&NOTE bn , Cat•: P.J.P. 4 28 00 1070 7EONFKKOGY DRIVE NOKOMIS. FL 34275 P.O. COX 1529 NOKOMIS. R. 34274 1 MAX. 1iMAX. MIN- MIN.TYP. (4)EQ. SP. (A- 3/4)/4 O SIX (6) ANCHOR LOCATIONS 2 16 • 0 FIVE )) ANCHOR LOCATIONS 7YP. ,,, it .• • memicblog whit ettir fleas ca 0. ,i 1" HEAVY WALL, ANCHOR LOCATIONS ALUMINUM TUBE CLIPPED MULLION SI.cat: Crovilog No. Series/Mods!: SG61:1: MULLS NTS 3 ' 7 6221 Raw: D • • • • • • •. • • • • • • •. •• •• • • • • • • •••• • .. • •• • • • • • • • • • ••.• • • • • • • • • • • • • •• • • • • • • •••• • • • • • • • • • • • • • • • • 2 2 NOTE :: 1. REFERENCE TEST REPORT F71-2902, 2903 AND 2975 1 x HEAVY WALL MULLS MAT'L: 6063—T6 abort L Clark, P.E. PE #39712 Structural 1 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 8set : Rasvla!ons: F. 5130/ ©6 r D -NO CHG mis SHT �•.: l�e��tslsns: 5 S/06 USG THIS SHT 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Oman ey: .: P.J.A. 4/28/00 Ooacrlplion: 1" HEAVY WALL, MULLION PROFILES 1r1�: ALUMINUM TUBE CLIPPED MULLION Swi,.o/ltad.f: :uI: Shoat: MULLS 1X 4 of 7 PRODUCT 'UNWED Aeoeptwos ! -0 Craving ?4o. 6221 Nov: • • • • • • • . • • • • • • • • • • • •••• . • • • • • • • • • •• • • •• • •• • • • • •• • • . • • • • • • • . • • • • • • • • • • • • 00 • • • 0 0 0 0 0 67 54 54 43 43 (3) B (3) B 170 (2) A (3) A (3) B (3) B 147 127 112 112 97 73 (3) B (3) B 45 40 40 37 32 32 146 100 100 84 84 72 45 45 141 35 35 32 32 30 30 20 28 28 26 26 24 24 ' 22 (3) B (3)B(3)B 170 170 170 96 - 93 . 93 92 80 80 ` _ 77 77 76 76 68 ` 65 65 64 (3) B (3) B (3) B 170 170 170 45 45 31 37 92 76 76 63 63 44 44 36 36 (2) A (3) B (3) A (3) B ( A (3) B (2) A (3) B (3) A (4) B (2) A (3) B (3) A ( B (2) A (3) B (3) A (4) B (2) A (3) B (3) A (4) B (2) A (3) B (3) A (4) B CHART 2. - 1x2.75x.375 tTY.l :fYP. ANCHOR 50 CLIP TO OPEN] NG _F LIP TO OPENING 42 48 50.625 129 116 100 (1) B 142 134 107 ( A (2) A (2) B (2) r:3 (2) A (2) B (2) A (2) (2) A ( B (2) A ( 1 3 (2) A ( B (2) A (2) B CHART 1. - 1 x2x.376 tart. 'cis ANCHOR 50 (2) A (2) 80 (2) A (2) B OPENING k ° !OTH IN INCHE 22 21 ". 20 20 20 18 17 17 16 1 OPENING MOTH IN INCHES 26 24 20 19 'aG t2obart L Clark, P.E. PE #39712 Structural 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 BOX 1529 NOKOMIS, FL 34274 F Vertical Mull L Width l Mull Length NO1S, 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 290.3 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4 ") B. 112 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS R0v . ' 16,14: 30 /p8 n o CHG THIS SILT Ra F. K 5/5/06 ,C ED RRWS!ONS Multiple Mulled Units r atilEgiSO cocapesks Ida eta Rana Atealstams r 5.i1- scirreel 07/1k,4411 laY Dote: P.J.P. 4/28/00 Ds e rpY o: 1" HEAVY WALL, PRESSURE CHARTS 1 & 2 Talc ALUMINUM TUBE CLIPPED MULLION Series /t .del: Scale: Sheet: Dra4ng No. MULLS NTS 5 of 7 6221 Opening) Width Mull Length Rev: D • • • • • • • • • • • • •• • • • . •• • • • • • • • • • • • •• • • • • • • •• • • • • • •• • • • • • • • • • •••••• • •••• • • •••• 'CHART 3.- 1x2.75x.650 QTY. & (YP. ANCHOR (2) A (4) B (2) B (2) A (4) B (2) A (4) B (2) B (2) A (4) B (2) (2) B (2) B 170 170 (2) A (4) B ( A (2) B (2) A (3} B (2) A ( B ( B (2) B (2) B (2)13 170 170 94 107 87 99 51 40 40 32 32 90 103 95 35 p 33 33 28 26 23 21 25 23 20 18 137 123 108 88 CLIP TO OPENING (2) A (4) Vertical Mull L _Opening4 Width Mull Length Horizontal Mull Opening With L� Mul! Length Multiple Mulled Units -- T Mull Length Opening • Width OPENING WIDTH IN INCHES f e/e ' C Robart L Clerk. P.E. PE #39712 Structural .NOTES, 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE .TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1/4" 554 CRETE —FLEX, EMBED. (1 3/4 ") 8. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 1070 TECHNOLOGY DRIVE 110X . ;1 ; a 3•:275 P.O. EOX 1329 NOKOMIS. FL 34274 asp Revd By: F.K. Croon By: ran • P.J.P. �4Z2 ? p,rroa 1" HEAVY WALL, PRESSURE CHANT 3 71113: ALUMINUM TUBE CLIPPED MULLION 5cyiea /6dodeL ScaS*: sheet: Droving 'ha. MULLS NTS 6 a 7 6221 • • • • • • •• • • • • • • •••• • • • • • • • • •• • • •• • •• • •• • • • •• • • • •••• • • • • • • • • • • • • • • •• • •••• • • • • • • • • • . • • • • • • • • • • 170 170 170 170 170 170 170 170 170 170 170 80 90 (3) A (6) B 170 ( B ( B 170 170 (2) A (4) B (5) B 170 (2) A (4) B (5) B 170 (5) B 170 (3) A (6) B (5) B 170 ..130 - (2) A (4) B (3),A • t6) B 160 (2).A (4) B .. (,5j , 3 • (5) B . (5)-14' 170 170 170 170 170 (3) A (6) B (5) B 170 (2) A (4) B (5) B 170 170 170 170 170 170 170 117 98 140 125 170 110 148 129 102 74 99 60 170 170 162 136 170 170 116 60 126 117 170 170 170 166 136 116 67 II 170 112 156 - `98 127 90 54 62 50 170 157 170 108 99 50 128 117 108 94 86 33 58 47 34 32 31 29 170 170 169 150 120 102 93 73 58 47 29 170 127 170 108 116 1(:...5 108 145 105 144 105 91 115 89 112 ' 88 116 83 80 69 u 170 69 44 30 98 81 89 44 52 42 30 78 66 26 95 87 66 48 165 144 93 144 140 128 112 92 64 170 .170 170 138 170 159 150 125 121 111 170 170 170 160 148 95 78 154 144 108 82 67 170 170 82 67 170 169 143 133 102 (3) A (6) B (5) B 170 170 126 74 42 (2) A (4) B (5) B 170 170 170 103 95 92 83 67 54 37 15 (5) 170 170 106 83 37 170 170 87 77 34 170 170 77 62 110 170 170 (3) A (6) B 170 170 170 170 170 170 WAWA 170 170 157 28 170 170 170 42 28 157 127 116 62 38 11111131111011 REM NM �ii _1111.... _. 170 170 170 170 84 62 48 38 QTY. & TYP. ANCHOR CLIP TO OPENING CLIP TO MULL& 1111 . ............. 42 48 50.625 60 63 66 72 78 78 84 90 96 108 111 144 170 170 170 170 170 170 154 59 27 50 27 15 100 (2) A (3) A ( B ( B 120 . CHART 4. - ix4x.315 Vertical Mull r- - - Molt Length k ___Opening_j Width Horizontal Mull Opening With I Mull Length Mulltlple Mulled Units \Opening Width - r Mu11 Length OPENING WIDTH IN INCHES t.. rt _ Clar , P.E. NE Jn712 Structural NOTES; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN 1S BASED "ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4'2 OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4 ") B. X 1 112 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 1070 TECHNOLOGY WINE NOKOMIS. FL 34275 P.O BOX 1529 NOKOMIS. FL 34274 R1.2' 5 %3 %S Ryar — tut : F.K. 5/5/06 Drawn BY: Oat *: P.J.P. 4/28/00 Rovraton.: D -NO stn- Fiona: C- U4RKED REVISIONS •8'i 41! :_ Daseriptkn: 1 " HEAVY WALL, PRESSURE CHART 4 ALUMINUM TUBE CLIPPED MULLION Santo /Madak Sc `Shoot (Y MULLS TS 7 of 7 Orawi:ig No. 6221 Rao- • • • • .. • .. • • • • • • • • • 0000 .. • • • • • • • • • •••• • . •• • • • •• • • .. • •••• • • .. • • • • • • • • • • • • • .. • .... • • • • 0118. TABLE 1. DESIGN PRESSURES GLASS TYPES: (PSF) A. 7/8" L4MINATED INSULATED GLASS (3/16 "A - AIRSPACE - 1/8 "A...090, 1 /8"A.) B. 1" LAMINATED INSULATED GLASS (3116 "A. - AIRSPACE 1/8 "A., .090, 118 "A.) GLASS TYPE WINDOW HEIGHT WINDOW WIDTH 59.000 60.000 61.000 62.000 44.000 A,B +80.0 I -80.0 +80.0 I . • -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 18.03 SQ.FT. 18.33 SQ.FT. 18.64 SQ.FT. 18.94 SQ.FT. 45.000 I - A,B +80.0 -80.0 +80.0 I -80.0 +80.0 I -80.0 +79.6 I -79.6 _ AREA 18.44 SQ.FT. 18.75 SQ.FT. 19.06 SQ.FT. 19.38 SQ.FT, 46.000 I A,B +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +78.5 I , -78.5 AREA 18.85 SQ.FT. 19.17 SQ.FT. 19.49 SQ.FT. - 19.81 SQ.FT. 47.000 I A,B +80.0 I -80.0 +79.9- I -79.9 +79.0 I -79.0 +77.4 1 -77.4 AREA 19.28 SQ.FT. 19.58 SQ.FT. 19.91 SQ.FT. 20.24 SQ.FT. 48.000 I A,B +80.0 J -80.0 +78.8 I -78.8 20.00 SQ.FT. +78.0 I -78.0 20.33 SQ.FT. +76.3 I -76.3 20.67 SQ.FT. AREA 19.6' SQ.FT. Revsd ay D.G. Rays,/ey. Revsr: By- OW. ay. D.G. NOTES: LAR 3. ANCHORAGE: TI INCLUDING BUT MEET THE REQU -4: FOR ANCHORAG 5. SHUTTER REQU 7. THIS PRODUCT CURRENT EDITI Data. 11/25/08 Dare; Dab _ Date' 8/4/08 Re.•isium A Roxsvm. Rv"sions: Cheeceer ay., 1 GE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7/8" LAMI I.G. GLASS COMPRISED OF (1) LiTE OF 3/16" TEMPERED OR ANNEALED GLASS, AIRSPACE AND 5116" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITE OF 1/8" ANNEALED GLASS WITH AN .090 INTERLAYER OF DUPONT PVB. B. 1" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" TEMPERED OR ANNEALED GLASS, AIRSPACE AND 5/16" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 1/8" ANNEALED GLASS WITH AN .090 INTERLAYER OF DUPONT PVB. 2. DESIGN PRESSURE RATINGS: (SEE TABLE 1 AND NOTES BELOW) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND ASTM E 1300 -02 GLASS TABLES . B. POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER TEST PRESSURE, AND ASTM E E 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PROD NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSI IREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. - - E INFORMATION SEE SHEETS .9 AND 10. REMENT: NONE REQUIRED FOR UNITS LESS THAN 30'. 6. REFERENCES: TEST REPORTS, FTL -5712 & FTL -5729. - ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS -2001 -FOR WOOD CONSTRUCTION HAS BEEN DESIGNED &.TESTED COMPLY WITH THE REQUIREMENTS OF THE F ON INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). PER MIAMI-DADE Lk t t tR DATED 10/31/08 Data. 'NOTE: 1. THE MAXIMUM ALLOWAB'_E DESIGN P ALL SIZES. 2.1F A TEMPERED CAP IS USED MAX. DP IS +/ -50.0 PSF. - 10/0 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 1300 -02 GLASS TABLES . UCT. MATERIALS, MILAR MATERIALS SHALL LORIDA BUILDING CODE, RESSURE FOR 1/2 CIRCLES IS +/ -80.0 PSF FOR Dea.ovar» NOTES, TABLE OF CONTENTS & PRESSURES roe Vinyl Picture Window, Large Missile Impact Sa nWW rFncre sraa T saaa '" dg a5. PIN-520 NTS e 10 r 5190 -1 NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 ELEVATIONS - 2,3 GLAZING DETAILS 4 GLAZING DETAILS 5 SECTIONS, BOX FRAME 6 CORNER ASS'Y, BOX FRAME 6 SECTIONS, I.F. FRAME 7 CORNER ASS'Y, L.F. FRAME 7 EXTRUSION PROFILES . 8 PARTS LIST 8 ANCHORAGE, BOX FRAME 9 ANCHORAGE, INTEGRAL FIN 10 Mar. A Florida Noma :EN:H Miami Dadt: Robert L. Cla, k, P.E. 'E #39712 Structural P 4 V sth/y .Retz r • • • • • •• • . • •••• • • ••• • • • . •• •• • • • • • • • • • • •• • • • • • • .• • • • • • •. • • •• • • • •. • • • • • •.• • • •••• 6" MAX 62" MAX: 'k w 6 " MAX. t 6 MAX. Ae■sd Sy Data D.G. 11/25108 Raved By Data Raved 'y Date- 441 18" DLO N 58 M DL ROM bm! A Revisions. Reesie% Drawn ay. Date Checked By. D.G. 8104/08 Date: 48" MAX. 12" CENTERS MAX. MAX. BOX FRAME - MAX. SIZE = 48" X 62" NOTE: FOR ANCHORAGE INFORMATION SEE SHEETS 9 AND 10. PER MIAMI-DADE LETTER DATED 10131108 6" MAX. /8" O 65 1/4" FRAME O.D. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1529 NOKOMIS, FL 34274 62" MAX. 1 1/2" MAX. TYP. nm: 51 1/4" FRAME O.D. 48" MAX. --. 4 1/8" 0.C. 44 1/8" MAX. DLO INTEGRAL FIN MAX. SIZE = 48" X 62" ELEVATIONS MAX. TYP. Vinyl Picture Window, Large Missile Impact 58 1/8" MAX. DLO Se msrmosat $ca a- S'mRt TOwmg IIa ACV. PW-520 NTS 2 a 10 5190 -1 A • J- 1 Robert L. Clary. P.E. PE #39712 Structural • • • • .. • • • • .... • • • • • • • • . • . . . - • • • • • • • .... •• • • • .. • • . .. • • • • • • • • • • • • • • • • • • • • Revsd Sy D.G. Revsd By Date: • 11/25/08 MAX. MAX. HALF CIRC MAX. NOTE: FOR ANCHORAGE INFOR go,kuont A Revisions: Revl,•fc ts. Checked Hr: - 20"_0.C. MAX. • 12" 58 Rovsd6y Data Date. Dawn Ay: Dare. G. 8/04/08 CENTERS MAX. 1/8" MAX. DLO 63" MAX. LE - BOX FRAME SIZE = 63" X 31.5" MATION SEE SHEETS 9 AND 10. PER MIAMI -DADE LETTER DATED 10/31108 Date: 6" MAX 1 1/2" MAX TYP. 1 6" MAX. t 27.5/8" MAX. DLO 31 1/2" MAX. 1 070 TECHNOLOGY DRIVE NO ECHN TECHNOLOGY 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better DescrlpFm. ELEVATIONS 8mrewfib'k4 PW-520 4" 0.C. MAX. TYP. 4" O.C. MAX. TYP. 58 1/8" MAX. DLO 63" MAX. 66 1/4" FRAME O.D. HALF CIRCLE - INTEGRAL FIN MAX. SIZE = 63" X 31.5" Aoit. fix. NTS 3 G 10 5" MAX TYP. Vinyl Picture Window, Large Missile Impact 5190 -1 Rot: 7 5/8" MAX. DLO 31 1/2" MAX. 1 34 5/8" FRAME O.D. Approved as emptying with dot • Reads : • :Code Dot. • t; .m NO et i .tM" IS Miami 1 ey 2 Robert L. Clerk. P.E. PE #39712 Structural • • • • • • • •• • • • • • • ••.. • • •••. • • •• . • • • • •• • • • • • • . • • • - • • • •• •.•• • • • • • • •• • • • • • •• • • •• • • • • • • Revert By. D.G. Revs: By: Revsd By. 1/8" ANN OUTSIDE OPTIONAL FLANGE Dae 11/75/08 Dates • BO Revisions: AIRS 1" Revisions: A EALED GLASS PACE 3/16" TEMPERED OR ANNEALED GLASS Pete' Revi•one: LAMI LG. GLAZING DETAIL WITH 5/16" LAMI GLASS OR INTEGRAL FIN FRAME Drown By: Dote Checked By. Date: I Q.G. 8/4/08 (BOX FRAME SHOWN) PER MIAMI -DADE LETTER DATED 10/31,1)8 j 1" OVERALL GLASS NOMINAL 5/16" LAMI GLASS NOMINAL .090 DUPONT PVB INTERLAYER 1/8" ANNEALED GLASS 1/2" NOM GLASS BITE 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 1/8" ANNEALED GLASS AIRSPACE 3/16" TEMPERED OR ANNEALED GLASS OUTSIDE OPTIONAL FLANGE V75f>?JY le tt r 1"- OVERALL GLASS NO 5/16" LAMI GLASS NOM .090 DUPONT PVB INTERLAYER 1/8" ANNEALED GLASS 1/2" NOM GLASS BITE 1" LAMI I.G. GLAZING DETAIL WITH 5/16" LAMI GLASS BOX OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) GLAZING DETAILS Tt. Vinyl Picture Window, Large Missile-Impact Pw.520 FULLI 4 w 10 L 5190 - 1 Rev OR MINAL INAL J f � /' tr. - Robert L. Clark, P.E PE #39712 Structural • • • • • • • •• • • • s • • •••• •• • • • • • • • • •••• • •• • • •• •• • • • • • • • • -••• •• • • • • • • . • • • • • • • • •••• • • • • • • •••• • • • • •••• Pevsd 8• D.G. Reysd By HevsC 8y. Drawn Ry D.G. Date; Oars• 1/8" ANNEALED GLASS AIRSPACE 3116" TEMPERED OR ANNEALED GLASS Date: 8/4/08 OUTSIDE OPTIONAL FLANGE 11/25/08 Rerssmns• A Revisions. Resrsa,ss: Chet* d8y an- PER MIAMI -DADE LETTER DATED 90/31/08 5/16" LAMI GLASS NOMINAL 718" OVERALL GLASS NOMINAL _ .090 DUPONT PVB INTERLAYER 1/8" ANNEALED GLASS 1/2" NOM GLASS BITE 7/8" LAMI I.G. GLAZING DETAIL WITH 5/16" LAMI GLASS BOX OR INTEGRAL FIN FRAME (BOX FRAME SHOWN) OR 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 - P.O. BOX 1529 NOKOMIS, FL 34274 1/8" ANNEALED GLASS AIRSPACE - 3/16" TEMPERED OR ANNEALED GLASS OUTSIDE OPTIONAL _FLANGE 718" LAMI 1.G. GLAZING DETAIL WITH 5/16" LAMI GLASS BOX OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) 7/8 "- OVERALL GLASS NOMINAL - 5/16" LAMI GLASS NOMINAL .090 DUPONT PVB INTERLAYER 118" ANNEALED GLASS 1/2" NOM GLASS BITE DeacrhtFx Ewell GLAZING DETAILS T . Vinyl Picture Window, Large Missile Impact Visilily Better s.a. x.de ""w"' sxee cr hx PW -520 - FULL 5 10 5190 -1 lite A Approved Florida Code Date CTS Nona s.(V is . #s Miami Dade Rvduct Caned} By n �Ld{r��G:f� Robert L. Clark, P.E. PE #39712 Structural. • • • • • e • .. • • . • • • •s •• • • • .. • .... .. • • • • • • • .... .... • • .. • • • • -. • .. .. • • • • • • • • • • • .... • • • • Raysd fly: D.G. Iterate*: Reese By Date 11/25/08 Dare: Wee 1.938" TYP. • Remens. A rte*Auter Rove:roes: Drawn Ety: Date: (Threw,' By Date. D.G. 8/04/08 PER MIA MI-DADE LETTER DATED 10/31/08 OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (BOX FRAME) HOT WELD CORNER ASSEMBLY (BOX FRAME) 1070 TECHNOLOGY DRAT FP NOKOMIS, FL 34275 P O. BOX 1529 NOKOMIS, FL 34274 V7si bly Better - OPTIONAL FLANGE MAX. WINDOW HEIGHT DPArtipronf MAX. DAYLIGHT OPENING 3.250" INSIDE VERTICAL SECTION (BOX FRAME) SECTIONS & CORNER ASS'Y, BOX FRAME- Du. Vinyl Picture Window, Large Missile Impact T ia., Sr•st • Cnr.r.• PW-520 1 HALF 6 0 10 1 5190-1 Apparml vs centplyimgaiik thg Aff FISChLfil n4( . , Robert L. Clark P.E. PE #39712 Structural • • • • • • • • • • • • • 'ro • • • • • • • . • • • • • • • • • • • • • • •• • • • • • • • • • • • • 1111 • • • • • • • • • • • • 111 • • • • • . • • • • • • • • • • • • • • • • • • • • • • • 3.250" Reesd 8y Bee. DO. 11/25/08 Retest EV Date; Rerst1Sy: Date: Dream By Date D.G. 8/04/08 1.938" TYP. A Reemons: Reelsicars: Ceese4ed By Date: r PER MIAMI-DADE LETTER DATED 10/31/08 OUTSIDE MAX. DAYLIGHT MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN) _ HOT WELD CORNER ASSEMBLY (INTEGRAL FIN) 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 • It Visibly /letter Er T OPTIONAL FLANGE MAX. WINDOW HEIGHT MAX. DAYLIGHT OPENING p SECTIONS, INTEGRAL FIN 3.250" INSIDE VERTICAL SECTION (INTEGRAL FIN) Vinyl Picture Window, Large Missile Impact Seeksalede: te PW-520 rilALF meia 7 .e 10 J Drawmg 16'2 5190-1 Re. Appm cfarip:tyks vehb P,CatrU`s 11.s411g Et QUA 200 22ar Ciadroa j. e , . / bed L. Clark, P.E. RE #39712 Structural • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0_0 • • • • • . • ' • • - . • • • • • • • • • • AD • • • • • • • • " • - ••• • • • • • • • • • ITEM 4 5 6 - 7 8 9 10 11 12 13 14 ewa6y .G. ovsd Ely: gy Date: 11/25108 Dora Dote. DWG NO. 5165 5135 5109 8483 6492 A Reuaons• Rembnr PART # 65165 65135 65109 65148 65112 DESCRIPTION INTEGRAL FIN FRAME HEAD, SILL & JAMB BOX FRAME HEAD, SILL & JAMB FILLER- INSTALL HOLE COVER SDL 7/8" I.G. BEAD STD 1" I.G. BEAD DOW 1199 SILICONE 7/8" LAMI I.G. GLASS: 3/16" TEMPERED OUTBOARD - AIRSPACE -1 /8" ANNEALED - .090 PVB INTERLAYER - 1/8" ANNEALED (5/16" LAMI) 7/8" LAM LG. GLASS: 3/16" ANNEALED OUTBOARD AIRSPACE- 1/8" A NNEA LED - .090 PVB INTERLAY ER 1/8" ANNEALED (5/16" LAND) 1" LAMI I.G. GLASS: 3/16" TEMPERED OUTBOARD - AIRSPACE -1/8 " ANNEALED - .090 PVB INTERLAYER- 1/8" ANNEALED (5/16" LAMI) - _ 1" LAM I.G. GLASS: 3/16" ANNEALED OUTBOARD - AIRSPACE- 1/8 "ANNEA LED - .090 PVB INTERLAYER- 1/8" ANNEALED (5/16" LAMI) PER MAAM1 -OADE LETTER DATED 10/31/08 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 3.625" 2.000" 1 .060" f J .268" 1---- 1.171" ----I f ITEM 3, INST. HOLE COVER MAT'L: White Ridged PVC by MIKRON Industries, Inc. DWG NO. 5109 3.250" ITEM 1, INTEGRAL FIN FRAME MAT'L: White Ridged PVC by MIKRON Industries, Inc. DWG NO. 5165 1 1 L__ ITEM 2, BOX FRAME MAT'L: White Ridged PVC by MIKRON Industries, Inc. DWG NO. 5135 EXTRUSION PROFILES & PARTS LIST TAie. - •035 ". .040" --j .803" .215" ITEM 5, 1" I.G. BEAD MAT'L: White Ridged PVC by MIKRON Industries, Inc. DWG NO. 6492 .828" ITEM 4, 7/8" SDL BEAD MAT'L: White Ridged PVC by MIKRON Industries, Inc. DWG NO. 8483 # - 0/ / 48 ga ��� b - tt•.+. 411 1 :11%`.l'L.? £1y 144 . 1 t i / Robert L. (k rk. P.E .272" .070" Dmum [iy. Owv: CheeLri ay. D,ve. D.G. 8/04/08 • NOKOMIS, FL 34274 I�isihly Better Vinyl Picture Window, Large Missile Impact SR1v. HAL. '_F { SM.I: 7wa9eg N. 1.... 8 a 10 5190 -1 PW -520 Rev A PE #39712 Structural • • • • • • •• • • •• • • • •••• •• • • • • • • •••• • •• • •• • • • • • •• •• a••• • • • • • • • • • • • • • . • •• • •••• • • OPTIONAL �� tttti tttllt tttttttt�r•�t ., • ; � " FLANGE ] �, ° • ? ' .3/16 ULTRACON 3/15" ULTR ACON 7-1141.1 �. 1x WOOD BUCK t11Ili 1 • OR 1.5 KSI MIN. CMU OPTIONAL FLANGE (SEE NOTE 4, ! SHEET 10) 1 3/8 MIN. JAMB - BOX FRAME HEAD - BOX FRAME SILL - BOX FRAME THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE 1x BUCK OPTIONAL 1x BUCK OPTIONAL 1x BUCK OPTIONAL * FOR WINDOWS LESS THAN 40 ", USE 12" ON CENTER DIMENSION. Dread ay D.G. Reese By. RevsC sy- OPTIONAL FLANGE _ JAMB - BOX FRAME THROUGH FRAME INTO 2x WOOD Date 11/25/08 Dew mue Drawn ay. Were: D.G 3/04/08 1 /4" MAX. SHIM --1 1 3/8" MIN. 1 /4" MAX. SHIM --j I-- Revisions. A Ace Reawb s_ DIM. (48" MAX.) L_ 1 3/8" MIN. 2x WOOD BUCK (SEE NOTE 4, SHEET 10) #10 SCREW PER MIAMI -DADS LETTER DATED 10,31/08 Date: OPTIONAL FLANGE HEAD - BOX FRAME THROUGH FRAME INTO 2x WOOD 3.5 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU lx WOOD BUCK (SEE NOTE 4, SHEET 10) 6" r 5 @ 10" O.C. MAX --1 6" -w-- 6" "X" DIM. (62" MAX.) lx WOOD BUCK (SEE NOTE 4, SHEET9) 6° 2x WOOD BUCK (SEE NOTE 4, SHEET 10) r- 1 3 /8" MIN. • Ix WOOD BUCK (SEE NOTE 4, SHEET 10) MAX SPACING 12" O.C. 1070 TECHNOLOGY FL 342 342 5 pp � NO75 P.O. BOX 1529 NOKOMIS, EL 34274. Visi16 Baler SILL - BOX FRAME THROUGH FRAME INTO 2x WOOD TMe. OPTIONAL FLANGE NOTE: 1. FOR ALL 1/2 CIRCLES START ANCHORS 6" FROM THE CORNERS AND A MAX. OF 12" O.C.. Deralption #10 SCREW 3/16" ULTRACON 1/4" MAX. OPTIONAL SHIM FLANGE . 3.5 KSI MIN. CONCRETE . • . ANCHORAGE DETAILS, . BOX FRAME Vinyl Picture Window, Large Missile Impact EcncsAlorkl. S.4s Stxyy' Dmnsg No PW -520 1/4" • — MAX. - SHIM NTS 9 a 10 5190 -1 1 MIN. 1 2x WOOD BUCK (SEE NOTE 4, SHEET 10) 1/4" MAX SHIM Rnr. A Robert L. Clark, P.E. PE #39712 Structural • • • .. .. • • • •••• . • • • . • • .... • .. • • .... • .. .. • .. .. • • .. • . • • .. . . • • • . • • • .... • • • • .. .. •••• • • • • •••• • • .• • • • • • • • • ••• • • • • •• • •• • • • • • • • • •• ••'•••• • • • • • • • •• • • • • • .• • • • • • • • • • • ••••• • • • • •••• • Data 11/25108 RevsdRy. • D.G. Raved bY. Revs:; RY: Date: Dare: 8/04/08 Rerivicm: A Date: P.O. SOX 1529 NOKOMIS, FL 34274 Drew. ay' O.G. 1 /4" MAX. SHIM --r-� OPTIONAL" FLANGE JAMB W /NAIL FIN THRU NAIL FIN INTO WOOD FRAMING ceaaxeday. PER MIAMI -DADS LETTER DATED 10/31/08 .131" DIA. x 1 1/2" NAIL 1 1/Y MAX. FROM CORNER & 4 1/8" 0.C., TYPICAL FOR RECTANGLES, SQUARES, & 1/2 CIRCLES. 2x WOOD BUCK (SEE NOTE 4) OPTIONAL FLANGE L .131" DIA. x 1 1/2" NAIL, 1 1/2" MAX. FROM CORNER & 4 1/8" O.C., TYPICAL FOR RECTANGLES, SQUARES & 1/2 CIRCLES. 2x WOOD BUCK (SEE NOTE 4) HEAD W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD - NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 3/16" ULTRACON, EMBEDED 1 3/8" MIN., DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1" MINIMUM. 2. -FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #10 STEEL SCREW, EMBEDED 1 3/8" MIN.. 3. FOR INTEGRAL FIN APPLICATIONS IN MIAMI -DADE COUNTY, USE 1/8" DIA. x 1 1/2" NAIL. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". Ix WOOD - _ BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF - A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 Visibly Better Fitts: -- .131 - DIA. x 1 1/2'NAIL, 1 1/2° MAX FROM CORNER &.41/8" O.C., TYPICAL FOR RECTANGLES, SQUARES, & 1/2 CIRCLES. - OPTIONAL FLANGE ANCHORAGE DETAILS, INTEGRAL FIN Vinyl Picture Window, Large Missile Impact s eaaroee PW-520 NTS Steer 10 10 - SILL W / - NAIL FIN Amts.; No 5190 - 1 I A T 1/4" MAX. - SHIM 2x WOOD BUCK (SEE NOTE 4) FRAMING ..:..,»rtpiyiag with t the _ ,iidu b ... pate Fk + t 0 . 110 ,: '%:Y 1S ttdlem. Do ducl QLttt#d Robert L Clark, P.E. PE #38712 Structural Design Pressure Rating Impact Rating + 60 /- 70 PSF Large and Small Missile Impact (WNml tieing a tampered exbriar ens cap) + 60 /- 70 PSF Large Missile Impact Only (Men using an *linseed •*IAN p) ® IMPACT- RESISTANT HORIZONTAL ROLLER BOX FRAME AND INTEGRAL FIN WINDOWS GENERAL NOTES: - 1. GLAZING OPTIONS: A; 7/8" IG -5116" H/H - SGP + 7/16" AIR + 1/8"A CAP B. 7/W 1G -5/16" H/H - SGP + 7/16" - AIR + 1/8"T CAP 2. CONFIGURATIONS: XO AND OX. 3. DESIGN PRESSURES: +60 /-70 PSF (ALL GLASS TYPES LISTED) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 4. SHUTTERS ARE NOT REQUIRED. 5. - ANCHORAGE: ANCHOR SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILD[NG CODE. APPROVED ANCHORS: 1, #10 STEEL SCREW (05) 2, 3/16" ELCO ULTRACON. 6. REFERENCES: TEST REPORTS FTL -5916; ELCO TEXTRON NOA 07.0425.01; ANSI/AF &PA; NDS -2005 FOR WOOD CONSTRUCTION; ADM -2005 ALUMINUM DESIGN MANUAL. 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE, USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 9. ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING /FLASHING STRATEGY FOR. WATER RESISTANCE OF INSTALLATION SHALL RE DONE BY OTHERS. 10. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, AND CONCRETE MASONRY UNITS COMPLYING WITH ASTM C -90. 11 • • • • • • • • • 4" O.C. MAX. TYP. 1 0 • • —"-32 3/4 VENT DLO WIDTH — • 1 0 —.32 9/16 FIXED DLO WIDTH • IN 1 S m X 32 3/4 VENT DLO WIDTH 1 32 9/16 FIXED DLO WIDTH 2 5/8" MAX TYP 61/2" MAX. a t 6 3/4" SEE SHEET 7 FOR ANCHOR REQUIREMENTS 7 3" MAX. 76 114" FRAME O.D. 73" MAX. 15" MAX. O.C. 1--- 61/2" Max. 21 /4" MAX. TYP. TEGRAL FIN MAX. SIZE = 73" X 62" BOX FRAME MAX. SIZE = 73" X 62" NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES ELEVATIONS GLAZING DETAILS SECTIONS, I.F. FRAME SECTIONS, BOX FRAME PARTS LIST 6 EXTRUSIONS 7 ANCHORAGE SPACING, BOX FRAME 8 ANCHORAGE DETAILS, BOX FRAME 9 ANCHORAGE DETAILS, IF. FRAME 10 Approved se co ;q ig wIllt the I1wida wurm fads to &1 010 row o _019. Q7 Mood is...r,f, . �... 1 1 2 -3 4 5 Resod By: J.R. Rend 8c Raved Br 01/18/10 Data: Dam: A Mrdskes: Cravat By. Deer Modred By Dete: J.R. O8/12/09 Added DP /Impact box frame, changed title above notes. 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ELEVATIONS & ANCHORAGE roar Vinyl Hori . Roller Window, Impact - resistant SoleaVodet 8ar4 Start Dasem No. 11R510. NTS 1 d 10 - 5191-2 Ra. A Robert L. Clark, P.E. PE #39712 Structwat • • • • • •• • • ••• •••• • • . • • •• •• • • • • • • • •• •. • • • • • : • • • •• • • • • • •• • •• • • • • • • • • •••• • • ••• • EXTERIOR OPTIONAL - FLANGE 7/16" AIRSPACE 1/8" ANNEALED OR - TEMPERED GLASS 7 /8 " -LAMJ 1.G. GLAZING DETAIL - WITH 5/16" LAMI GLASS AND 1/8" CAP 7/8" OVERALL GLASS NOMINAL 5/16" LAMI GLASS NOMINAL 1/8" HEAT STRENGTHENED GLASS .090 DUPONT SGP INTERLAYER - • --1/8" HEAT STRENGTHENED GLASS 1/2" NOM. - T GLASS BITE ltpp rrrvi spa carkey to•I tte Eh rich Ei&vi ; C c7s Bete IN NOM( a+ .1r3.:'u . Mlztot De '„ Prot _r ... • Dy RmmdB . Rend By: Rand By: 01 /18/10 DOE A R• tsicow Crow By; Dow Choked DO. Dole: J.R. 08/12109 Changed glass make up, drawing title. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 wrcdpSve GLAZING DETAILS - BOX OR FLANGE FRAME 7fJx Vinyl Horiz Roller Window, Impact-resistant s dwalMod"t HR57O sods Shed: 1 :1 , 2 of 10 aro.brM. Res 5191 -2 I A Robert L. Clads, P.E. PE #39712 Structural • • • • • • • •• • • • • • • •••• • • • • • • - • • •••• • • •• • •• • • • • ••_• .• •• •••• - • . • • ••••• • • • • • • • •• • •••• • • ••• • • • • • • • • • • • • • EXTERIOR OPTIONAL FLANGE • 7/16" AIRSPACE 1/8" ANNEALED OR TEMPERED GLASS 7/8" LAMI I.G. GLAZING DETAIL WITH 5/16" LAMI GLASS AND 1/8" CAP 7/8" OVERALL GLASS NOMINAL 5/16" LAMI GLASS NOMINAL 1/8" HEAT STRENGTHENED GLASS .090 DUPONT SGP INTERLAYER --1/8" HEAT STRENGTHENED GLASS 1/2" NOM. GLASS BITE Appv wed SS 04ttrilyirra wkh the Pierida B kg C Oct: i • NOM Musa! Ts• , Pr 'a trot / Revd By. J.R. Reted Rarad ay. 01/18/10 Data: Dale: Changed glass make up, drawing title. Revisions: A Ravtakete Rem omsnBr Doer GreelmdBy: DaEa: J.R. 08/11109 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 GLAZING DETAILS - INTEGRAL FIN FRAME Met Vinyl Horiz. Roller Window, Impact - resistant strw.ibdr Bade Beak arsdnp Wa He510 1:1 3 a 10 5191 -2 zi Robwt L. Clark. P.E. PE 1139712 Structural .SEE NOTE 1 DETAIL A DETAIL B DETAIL C LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION NOTES: 1. #6 x 1/2 FL SMS, LOCATED AT 41/2" FROM EACH END AND AT 16" O.C. 2. #6 x 3/8 FL SMS, LOCATED AT 41/2" FROM EACH END AND AT 16" O.C. 3. 1/6 x 1/2 FL SMS, LOCATED AT 4 1/2" FROM EACH END. 4. CAM LOCKS: (2) AT 7" EACH END 5. WEEPHOLES ARE 1" X 3/16 ". SEE SHEET 1 FOR LOCATIONS. SEE NOTE 1 EXTERIOR SEE NOTE 2 SEE NOTE 4 HOT WELD CORNER ASSEMBLY INTEGRAL FIN) DETAIL E _ SILL SECTION EXTERIOR SEE NOTE 3 SEE NOTE 5 DETAIL D HEAD SECTION SEE NOTE 3 +.pp revs r..; tomplyks with the F:h;£da tlaidln Ca' Date UYM P�iBo� "g Rand By: J.R. Rena ey: Deer: 01/18/10 Dew Dew A RevGYone Rerbtow; Dawn By: DNe: Checked Br Data J.R. 08/12!09 No changes this sheet. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1628 NOKOMIS. FL 34274 Doinipka CROSS SECTIONS - INTEGRAL FIN /fr t. Clark, P.E. aod• 5 aee OrndnoNa Rev: PE #39712 1-1R610 1:2 4 a. 10 5191 -2 A Structural r•x Vinyl Hariz. Roller Window, Impact resistant Berlesakele 0 • • • t • • • • •• • • • • • • • • • • •••• . •• • • • • • • • • •••• • •• • • • •• • • • • • •• •• •••• • • • • • • • • • • • • • • • • • • •• • •• • • • • - • •••• 01/18/10 No changes this sheet CROSS SECTIONS - BOX FRAME Vinyl Horiz. Roller Window, Impact-resistant 5191-2 Dawn By J.R. Doty: Wee 06/12109 4. CAM LOCKS: (2) AT 7" EACH END NOTES: 1. #6 x 1/2 FL SMS, LOCATED AT 4 1/2" FROM EACH END AND AT 16" O.C. 2. #6 x 318 FL SMS, LOCATED AT 4 1/2" FROM EACH END AND AT 16" O.C. 3. #6 x 1/2 FL SMS, LOCATED AT 4 1/2" FROM EACH END. 5. WEEPHOLES ARE 1" X 3/16. SEE SHEET 1 FOR LOCATIONS. DETAIL A DETAIL B DETAIL C LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION HOT WELD CORNER ASSEMBLY (BOX FRAME) 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Serfea4434* HR510 EXTERIOR EXTERIOR - SEE NOTE 3- SEE NOTE 5 DETAIL E SILL SECTION 1:2 Vest 5 10 DETAIL D HEAD SECTION SEE NOTE 3 Arra meal es eanOyieg with the Rorida EviiSag DateX c •I• 110A# Mlaatibade. Product Central Robert L. Clark, P.E. PE #39712 Structural • • • • • • • • • • • • • • • OA • • • • • • •••• •• • _ • • • • •••• • e• • •• • • 110_ • • • • • • _ • • •• • • • • •. - • • • • • • • ' • • - • • • • • • • • - • ••■■ • • • ITEM l DWG NO. PART # DESCRIPTION 1 QTY 1 5166 65166 MAW HEAD, SLL AND JANSS (RN ONLY) 4 2 5189 65189 FRAME HEAD, SAL AND JAMBS (BOX ONLY) 4 4 5102 65102 FIXED MEETING RAL 1 5 5123 65123 FIXED MEETING RAL - ALUMINUM RE&1. 1 6 76X1FPAW 6 x 1" FH TECH (CAM LOCK, KEE ) 4 8 78X312PPABX SCR 8X3 1/2" FP TYRE AB (FIXED MR) 4 9 71669SP 330025 ALUM SCREW SUPPORT PLATES 2 10 5138 65138 ROLLER TRACK 1 11 5138 65138 ANTI LIFT - - 2 12 71038W INSTALLATION HOLE PLUGS (BOX ONLY) VARIES 13 5105 65105 SASH INTERLOCK RAIL 1 14 5114 65114 INTERLOCK RAIL - ALUMINUM RENE 1 15 76208SLAW CAMSWEEPLOCKS - 2 16 76133SLKW CAM SWEEP LOCK KEEPER 2 17 164-4 61644W WSTP..187 x .270 FIN SEAL 1 18 5137 65137 SASH SIDE RILL 1 19 5114 65114 RAL - ALUM�NUAM MEW. - 1 20 1644 61644W _SIDE WSTP..187 x .270 FIN SEAL 1 21 5106 65106 SASH TOP & BOTTOM RAL - - 2 _ 22 5114 65114 TOP& BOTTOM RAL - ALUMINUM REIN'. 2 23- 1844 61844W WSTP..187 x .270 FIN SEAL 2 24 225-1 42112F0 ROLLER HOUSING . - - 2 25 7BRWHL2 BRASS WHEELS • 4 26 7812PN 6 x 1/2 FH PHL #2PT S/LYS VAR/ES 27 7638FW 7 x 3/8 FH PHIL #2PT S/DiS - VARIES 28A 6SW GK716 7/16" SURER-SPACER - 288 6SWGK38 3/8" SUPEXSPACER - 29A 5112 65112 GLAZING BEAD, 1 -LITE - - 32A 7/8" LAM LG. GLASS: 1/8" TENFEFED - OUTBOARD- ARSPACE- 1 /8 " ANNEALED -.090 PUB INTER.AYER - 1/8" ANNEALED (5/16" LAM) 328 7/8" LAM LG. GLASS: 1/8" ANt'ALED - OUTBOARD - ARSPACE -1/8 " ANNEALED -.090 PVB INTERI.AYER- 1/8" ANNEALED (5/16" LAM) 34 SCREEN 1 35 WEEP COVERS 4 37 SETTING BLOCK - 39 SLICONE DOW 1199 - 40 - Re+sd B DeteC J.R. 09/18/10 Reved By.' Defe• BY: 08/11/09 RsvlFbns A Rertefanr Mocked Ely: Removed 3/4" glass and beading from BOM. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL34274 BOM & EXPLODED VIEW HR510 NTS &wee 6 • 10 • Vinyl Horiz Roller Window, Impact- resistant 5191 -2 .a; proved as ts F'�rie:a BtAling C fiats OAP Mlan '3#:4e 6g with fit Robe Robe11 L. Clark, P.E. PE #39712 Structural • • •••••• • • • • • • • • • • •• • •• • • • • • • 0 00 00 0 O O OO O O • • • ••••• • • • • • •••• • • • • • • •• ••• ••••• •.• • •••• •••••• •••••• • • • • • • • • • • • • •+•••• ••••i• • • • • •• • - • • ••••• •••••• • • • REMOVE - ABLE FLANGE .060 REMOVEABLE NAIL FIN .070 .060 3.250 LF FRAME 0 DWG #5116 RIGID PVC 3.250 BOX FRAME DWG #5189 RIGID PVC .060 2.375 4.000 1.440 FIXED MEETING RAIL Q DWG #5102 - RIGID PVC - 588 . 870 4 I.G. BEAD DWG 115112 DUAL PVC 1.835 .080 - 1.160 1.305 1 1.250 SASH INTERLOCK RAIL REINFORCEMENT SASH SIDE RAIL DWG #5114 DWG #65137 AI 6063 -T6 18 - RIGID PVC —'-1 l --.065 1.020 ROLLER TRACK /ANTI LIFT 10 DWG #5138 RIGID PVC .083 174 FIXED MEETING RAIL REINFORCEMENT DWG #5123 A16005 -T6 1 1.022 i 1.410 1 - .065—D-- 1.647 r Z SASH INTERLOCK RAIL -,; . DWG #5105 _ RIGID PVC .1.160 .065 SASH TOP/BOTTOM RAIL 2i DWG #65106 RIGID PVC Apitrmd c.fmgyitg with the Florida Brain C Dato ROAN Mantilla Rated By: J.R. Roved By: Raved By: 01/18/10 Date: Data: Ravi ibex A RevfBane: Revisions: Drown Si' Oster quad ibn sea: J.R 08/12/09 Added wall thickness to all extrusions, removed beading for 3/4' glass. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1629 NOKOMIS, FL 34274 • EXTRUSION CROSS SECTIONS rer Vinyl Horiz. Roller Window, Impact-resistant SadseVolek HR510 Boer Sheet Aeelo Ne. 1:1 7 of 10 5191-2 Rex. A Robert L Clark, P.E. PE #39712 Structural • • • • ••••.. • • • • • • • • ••.:.. ..•.:. • • ••...• •• • • •.••1. •• e • • 1 • • • •• • . . . • •• • • •• .. • . •• ••••• •••• • • • • • • • • • • • - 1 1111. •.••:. • • • • •• • • • • •••• •.•••• • • • •••• HEAD, SILL AND JAMB ANCHOR QUANTITIES FOR D ESIGN PRESSURES OF +60/ -70 PSF OR LESS ox« 01/18/10 WINDOW HEIGHT (in) 24 I 30 I 36 42 I 48 I 54 I - 60 1 63 WINDOW WIDTH (in) ANCHOR LOCATION # OF ANCHORS REQUIRED (TYPE 1 OR 2) 24 Head and Sill 2 2 2 2 2 2 2 2 Jamb . 2 3 3 3 4 4 5 5 36 Head and Sill 3 3 3 3 3 3 3, Jamb 2 3 3 4 4 5 5 42 Head and Sill - 3 3 3 3 3 - 3 3 Jamb - 2 3 3 4 4- 5 5 48 Head and Sill 4 4 4 4 - 4 Jamb 2 3 - 3 - 4 5 54 _ Head and Sill - -4 4 4 ill 4 4 , 4 Jamb . 2 3 3 4 60 Head and Sill 5 smili r 5 r Jamb 2 5 4 A 5 J , \_J 66 Head and Sill Jamb 4 4 is 6 6 72 Head and Sill - 5 5 5 5 5 5 Jamb 2 3 3 3 4 4 5 5 73 Head and Sill 5 5 _5 5 5 5 6 6 Jamb 2 3 3 3 4 4: 5 5 rtev,a J.W. ox« 01/18/10 • A Added additional anchor Information. 1070 DR 1070 TECHNOLOGY NO ECHN ,FL 34275 DR P.O. BOX 1529 NOKOHIS, FL 34274 oe.MO.ye ANCHOR CHARTS • . fume By: ambit= r Vinyl Horiz Roller Window, Impact-resistant '�'v'°By' . BaAwAt dot HR510 s NTS shot . 8 0 10 as 5191 -2 Rer A Drawn B7 J.R. o 08/12/09 � wa NOTE: FOR VIEW WINDOW THE LARGEST CAN NOT EXCEED THE TESTED SIZE. ANCHORAGE NOTES FOR BOX FRAME: 1. ANCHOR TYPES: 1- 3/16" ULTRACQNS BY ELCO (FOR MASONRY SUBSTRATES) MINIMUM EDGE DISTANCE OF 1 ". 2 - #10 SM SCREWS, GRADE5 (FOR METAL AND WOOD SUBSTRATES) MINIMUM EDGE DISTANCE OF 3/8 ". 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. 6.5" MAX. FROM ALL CORNERS JAMBS - 16.3125" MAX. O.C. HEAD /SILL -15" MAX. O.C. 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. ANCHORAGE SHOWN FOR BOX FRAME W ITH OR WITHOUT OPTIONAL FLANGE. 5. FOR INTEGRAL NAIL FIN FRAME ANCHORAGE; SEE SHEET 1 8.10. obert L. Clark, P.E. PE #39712 Structural . • •••... • ▪ . •••. •. ...... • •S•. ..... • • • •• • • •••• •.••. • • • • • • • • • .. •••..• •...:. •• • • • ••• . .... . - • • • • •••• - • 1 3/8" MIN. 1 /4" MAX. SHIM —�-I REMOVEABLE FLANGE •l. 1, t!t: {}1111.11411 1 3/8" MIN. 1 /4" MAX. SHIM ---r - k— REMOVEABLE FLANGE Rend By: Date: r48411 0y: J.R. JAMB W/ BOX FRAME THROUGH FRAME INTO CONCRETE Ix BUCK OPTIONAL *wad by: ,gym: J.R., 01/18/10 Deft 0$/12/09 A Reri>cros Checta0 sy. }• 3.5 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU No changes this sheet. #10 SCREW, SEE SHEET 8 FOR SPACING REMOVEABLE FLANGE #10 SCREW, SEE SHEET 8 FOR SPACING REMOVEABLE FLANGE JAMB W/ BOX FRAME HEAD W/ BOX FRAME THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD APPROVED MASONRY 3.5 KSI MIN. CONCRETE ANCHOR; SEE SHEET 8 .. OR 1.5 KSI MIN. CMU FOR SPACING P .- : ° . 4; � : APPROVED MASONRY ANCHOR, SEE SHEET 8 FOR SPACING HEAD W/ BOX FRAME THROUGH FRAME INTO CONCRETE Ix BUCK OPTIONAL 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 1/4" MAX. SHIM 1 318" MIN. t #1O SCREW, SEE SHEET 8 FOR SPACING REMOVEABLE FLANGE sarbrelkdet HRB10 SILL W/ BOX FRAME THROUGH FRAME INTO 2x WOOD APPROVED MASONRY ANCHOR, SEE SHEET8 FOR SPACING REMOVEABLE FLANGE •. i �• • •�� , • v . V. 3.5 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU - 1:2 Sheet 9 d 10 1/4" MAX. SHIM 1 1 3/8" I1N. MAX. /4" M SHIM - i SILL W/ BOX FRAME THROUGH FRAME INTO CONCRETE 4x BUCK OPTIONAL NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 3116" ULTRACON, EMBEDED 1 3/8" MIN., DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1" MINIMUM. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #10 STEEL SCREW, EMBEDED 1 3/8" MIN.. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD SUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1 /8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. INSTALLATION DETAILS-BOX/RANGE FRAME Vinyl HDriz. Roller Window, Impact-resistant 5191 -2 NOTE: INSTALLATION TO THE SUBSTRATE OF 1x OR 2x WOOD BUCKS TO BE ENGINEERED BY OTHERS Append na complying vita tire klkrrMla Re,•W3a3 C Dell NOM Mann* race Robert L. Clark, P.E. PE #39712 Structural • • • • ••.•.• •••• • • • • • • •••.•. •••.•• • • ••. •• ••••.• • •••• • • • • • •••• • • • • • •• •••••. • • •• •• •• • • • • • • • • • i • ••.• • . • • • • • •• • • •••. •••• 0000 • • • •i •••• • • •••.•• • • •.•.• • • ••••. •••••• .• • ••••.• •. • •••••. • • 1 /4" MAX. SHIM -+-I 1-"-- REMOVEABLE FLANGE i J 1.557 1/8" (.131 ") DIA. x 2 1/2" NAIL, ® SEE SHEET 1 FOR SPACING- JAMB W/ NAIL FIN - THRU NAIL FIN INTO WOOD FRAMING REMOVEABLE FLANGE 1/8" (.131 ") DIA. x 2 1/2" NAIL, SEE SHEET 1 FOR SPACING 1/8" (.131 ") DIA. x 2 1/2" NAIL, SEE SHEET 1 FOR SPACING / REMOVEABLE FLANGE HEAD W/ NAIL FIN THRU NAIL FIN -INTO WOOD FRAMING T 1/4" MAX. SHIM SILL W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING 1/4" MAX. SHIM NOTES: 1. FOR INTEGRAL FIN APPLICATIONS IN MIAMI -DADE COUNTY, USE 1/8" (.131 ") DIA. x 2 1/2" NAIL. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. - - 3. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. NOTE: INSTALLATION TO THE SUBSTRATE OF lx OR 2x WOOD BUCKS TO BE ENGINEERED BY OTHERS /. 4,r, ?i'rw':88 centp415g with the igkidistg C43 XstIc - h8. I • ?Ai 0 NOA& . ...,. O. Miami Pied R"i"d ey. J.R. Rated ay. Raved ay. Deb: 01/18/10 Dam: Der ■■d■n: A Retfaierer Rer,tilarc Oaa rn9Y. DO• °Wood ay. D"Ar: J.R. 08/12/09 Corrected hall length to 2-1/2", added dia. In decimal. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O BQX 1529 NOKOMIS, FL 34274 INSTALLATION DETAILS - INT. FIN FRAME 7rb: Vinyl Horiz. Roller Window, Impact-resistant See waawe e HR510 1:2 10 of 10 5191 -2 f 2-1 /la obert L. Clark, P.E. PE #39712 Structural • • • • • •■ • 0 00000 • 0 00000 • • • •• .• ••. • .•• • • • , _ • • • ■• • ••• • • • • .••••• • • •_ • • • • • •• • •• • • • • • • ••••• • • • •••••• • • • 0 00000 • ••••. • • •••.• • • - ••.•• 0000 • • •)S4 • • •••••• • •