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WS-13-0386Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 195920 Scheduled Inspection Date: July 31, 2013 Inspector: Rodriguez, Jorge Owner: GROPPER, ADAM Job Address: 9901 NE 13 Avenue Miami Shores, FL Project: <NONE> Permit Number: WS -2 -13 -386 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1132050090480 Contractor: THE COMPANIES OF R&S INC Phone: 305 - 256 -6666 comments REPLACE REAR DOORS WITH IMPACT DOORS I INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 195148. CREATED AS NI�R REINSPECTION FOR INSP- 186398. contractor must be on site to verify Will have pictures Failed .Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. July 30, 2013 For Inspections please call: (305)762 -4949 Page 13 of 31 sm1 . I AIiami Shores Village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 7952204 Fag: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 110111,401M.10 QUM' Permit Type: BUILDING Permit No. Master Permit No. r 1 - PLO - 4 FBC 201st JOB ADDRESS: 19 o 1 � G w", A-��- City: Miami Shores County: Miami Dade Zip: S'.."^ j Folio/Parcel#: l l^ 5 2. to 5 009 0 4 8 0 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): A"kt� S • & ro 2f r Phone#:. Address: - t q o 1 06 Ave— City: KA S %-%o"Y"2' State: T—L Zip: 13 9, TenandUssee Name: Phone#: Email: CONTRACTOR: Address: 0 City: 5.a Qualifier Name: Company Name: i ' `�- +� =-'� Phone#: 3Q S Sty..) 12-Ct t..E...cc. Ire State Certification or Registration #: Contact Phone#: ' 7A?& �'7 0 DESIGNER: Architect/Engineer: 3 31"7 6 ':So 5 2.51. (. 6 (' G of Competency #: Address: , 13ti t� --t�42- l(5 C M* �Ja�.. z" 5 . C 0—,w Value of Work for this Permit: S. -1--j'1 .9 ©�i Square/Linear Footage of Work: ` 1 C� �%�� Type of Work: ❑Addid�,n ClAlteration ., ClNew y tepairiReplace CiDemolition Description of Work: Submittal Fee 1 Scanning Fee $ J W 141, Color thru We: Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ StrtuetmW Review $ _ TOTAL FEE NOW DUE $ 014 ♦ ,N - Bonding Company's Name (if applicable) _ Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip 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 CONDTI'MONERS, 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 EMPROVEMENTS 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 ich curs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be r ed nd a reinspection fee will be charged ' &mwhr or Agent The foregoing instrument was acknowledged before me this day of , by hA� wh s ersonally kno me or who has produced As identification and who did take an oath NOTARY Sign: Commission Expires: APPROVED BY KART A GROPPER MY COMMISSION # EE032278 --1--LPIRES October 05, 2014 Sips Contractor fore ng instrument was ackna�vle gad abet' me this day of , p _,,y ! . Plans Examiner person ly kn wn a or who has produ identification and who di oil NOTARYP IC: Sign: k JAA 1AA °' V Print: My Commission Expires: a, n9 Zoning Structural Review Clerk (Revised 311212012)(Itevised 07 /10107)(Revised 061102009)(Rovised 31150) Parcel Owner Report Parcel Number: 1132050090480 9901 NE 13 Avenue Miami Shores FL Tax ID: 1132050090480 Owner Information ADAM GROPPER Phone: ADRIENNE GOLDBERG Phone: Current Owner: Yes Current Owner: Yes Related Permits Permit Number Application Date Expiration Date Status Decks /Gazebos/Trellises DGT -12 -12 -2377 12/17/2012 08/27/2013 APPROVED Demolition DEMO -9 -11 -1733 09/23/2011 01101/2999 CLOSED Dock DOCK -6 -12 -1140 06/21/2012 01/01/2999 CLOSED Driveways /Sidewalks /Slabs DS -10 -12 -2067 10/31/2012 06/05/2013 APPLIED Electrical - Residential EL -9 -11 -1776 09/28/2011 01/01/2999 CLOSED Electrical - Residential EL -10 -12 -1871 11/29/2012 05/28/2013 APPROVED Electrical - Residential EL -11 -11 -2177 11/22/2011 01/01/2999 CLOSED Electrical - Residential EL -8 -12 -1576 08/21/2012 01/01/2999 CLOSED Fence/Wall FW 11 -12 -2183 11/16/2012 05128/2013 APPROVED Garage Sale GS -4 -11 -703 04/21/2011 01/01/2999 CLOSED Imported Permit BP2004 -797 06/09/2004 01/01/2999 CLOSED Imported Permit BP2004 -1184 08/27/2004 01/01/2999 CLOSED Mechanical - Residential MC -9 -11 -1734 09/23/2011 01/01/2999 CLOSED Paint PT -6 -12 -1098 06114/2012 01/01/2999 CLOSED Plumbing - Residential PL -2 -12 -276 02/16/2012 01/01/2999 CLOSED Plumbing - Residential PL -10 -12 -1857 11/29/2012 05/28/2013 APPROVED Plumbing - Residential PL -9 -11 -1757 09/26/2011 01/01/2999 CLOSED Pools/Whirlpools /Hot Tubs BPP -10 -12 -1856 10/05/2012 05/28/2013 APPROVED Re- Occupancy REOC -4- 11-636 04/11/2011 01/01/2999 CLOSED Residential Construction RC -9 -11 -1634 09/02/2011 01/01/2999 CLOSED Roof RF -11 -11 -2183 11/22/2011 01/01/2999 CLOSED Windows /Shutters WS -6 -12 -1153 06/22/2012 01/01/2999 CLOSED Windows /Shutters WS- 1 -12 -53 01/13/2012 01/01/2999 CLOSED Windows /Shutters WS -2 -13 -386 02/26/2013 08/25/2013 APPLIED Windows /Shutters WS -7 -12 -1209 07/02/2012 01/01/2999 CLOSED Tuesday, March 5, 2013 Page 1 of 2 ♦SNc.OR I Ross �OR>NA CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: Aw • Ao e I� PPtE1t PERMIT # �S r ? 7 — ADDRESS: q901 A! f, /3 W- ANWtAt, FOLIO NUMBER: I I.3ZOS • 00? • &WO FLOOD ZONE: ✓C BASE FLOOD ELEVATION: L FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): _ � - 31 / � 42 COST OF PROPOSED IMPROVEMENTS:, (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): 4 c -s-71 & 9 VALUE OF PRINCIPAL STRUCTURE (attach appraisal): 5!I 8 q 4 l OWNERS SIGNA' DATE:--141 -3 PLAN REVIEWER SIGNATURE: DATE: Created on June 2009 t MARK E. REAR ®ON, INC. 15790 S.W. 88th Avenue Palmetto Bay, FL 33157 MECAWind Version 2.1.0.E per ASCE 7 -1 Developed by MECA Enterprises, Inc. Copyright 2013 www.irecaenterpri.ses.com Date 2/6/2013 Project No. Company Name MARK E REARDON Designed By Address 15790 SW 88 AVE Description NEW DOORS City PALMETTO BAY Customer Name GROPPER RES State FL Proj Location 9901 NE 13 AVE File Location: C: \Projects \R&S WINDOWS \tony \gropper \GROPPER MECAWIND.wnd Directional Procedure Simplified Diaphragrm Building (Ch 27 Part 2) All pressures shown are based upon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Damping Ratio (beta) = 0.01 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 3 : 12 Slope of Roof(Theta) = 14.00 Deg Ht: Mean Roof Ht = 16.00 ft Type of Roof = Hipped RHt: Ridge Ht = 22.00 ft Eht: Eave Height = 10.00 ft OH: Roof Overhang at Eave= 2.00 ft Roof Area = 4900.00 ft^ 2 Bldg Length Along Ridge = 77.00 ft Bldg Width Across Ridge= 76.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq. >1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6 *Ht = 15.00 ft lzm: Cc *(33 /Zm) ^0.167 = 0.23 Lzm: 1 *(Zm /33) ^Epsilon = 427.06 ft Q: (1/(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 = 0.90 Gust2: 0. 925*(( 1+ 1.7 *lzm *3.4 *Q) /(1 +1.7 *3.4 *lzm)) = 0.87 Gust Factor Summary Not a Flexible Structure use the Lessor of Gust1 or Gust2 = 0.85 Table 26.11 -1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/ -0.18 Topographic Adjustment 0.33 *z = 5.28 Kzt (0.33 *z): Topographic factor at elevation 0.33 *z = 1.00 Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33 *z)] ^0.5 = 175.00 mph Net Wind Pressures on Walls (Table 27.6 -1) Wall Pressures do not include effect of internal pressure MWFRS-Wall Pressures for Wind Normal to 76 ft wall L/B = 1.01 ph: Net Pressure at top of wall (windward + leeward) = 38.86 psf p0: Net Pressure at bottom of wall (windward + leeward) = 38.63 psf ps: Side wall pressure acting uniformly outward = .54 * ph = 21.03 psf pl: Leeward wall pressure acting uniformly outward = .38 * ph= 14.71 psf pwh: Windward wall pressure acting uniformly outward = ph -pl = 24.15 psf pw0: Windward wall pressure acting uniformly outward = p0 -pl RS -Wall Pressures for Wind Normal to 77 ft gall L/B = ph: Net Pressure at top of wall (windward + leeward) _ p0: Net Pressure at bottom of wall (windward + leeward) _ ps: Side wall pressure acting uniformly outward = .54 * ph = pl: Leeward wall pressure acting uniformly outward = .38 * ph= pwh: Windward wall pressure acting uniformly outward = ph -pl = pw0: Windward wall pressure acting uniformly outward = p0 -pl = t x MUM ,a. Net Wind Pressures on Roof (Table 27.6 -2): Exposure Adjustment Factor = 23.93 psf 0.99 38.92 psf 38.70 psf 21.02 psf 14.79 psf 24.13 psf 23.91 psf 1.000 Zone Load Casel Load Case2 Psf psf 1 -35.81 5.17 2 -24.65 -7.26 3 -36.50 .00 4 -32.57 .00 5 -26.70 .00 Note: A value of 10' indicates that the zone /load case is not applicable. Hipped Roof Roof Overhang Loads (Figure 27.6 -3): Load Case 1• Povh1: Overhang pressure for zone 1 = -26.86 psf Povh3: Overhang pressure for zone 3 = -27.38 psf Load Case 2• Povh1: Overhang pressure for zone 1 = 3.88 psf Povh3: Overhang pressure for zone 3 = .00 psf *M,l Zones :4l I Developed by MECA Enterprises, Inc. Copyright 2013 www.mecaenterprises.com Date 2/6/2013 Project No. Company Name MARK E REARDON Designed By Address 15790 SW 88 AVE Description NEW DOORS City PALMETTO BAY Customer Name GROPPER RES State FL Proj Location 9901 NE 13 AVE File Location: C: \Projects \R &S WINDOWS \tony \gropper \GROPPER MECAWIND.wnd Roof not shoes a a[fs Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = 6.4 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft ^2 GCp GCp psf psf -------------------------------------------------------------------------- DOOR 1 PANEL 5.00 6.70 33.5 5 0.91 -1.21 37.41 -47.98 DOOR 2 PANEL 4.25 6.70 28.5 4 0.92 -1.02 37.84 -41.28 Khcc:Comp. & Clad. Table 6 -3 Case 1 Qhcc:.00256 *V ^2 *Khcc *Kht *Kd 0.86 34.41 psf r PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County, Product Control Section (In Miami Dade County) and/or the AHI (in areas other than Miami Dade County)- reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida wilding Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SGD -780" Aluminum Sliding Glass Door (Reinforced/Non-Reinforced)— L.M.L. APPROVAL DOCUMENT: Drawing No. 8100-11, titled "Alum. Sliding Glass Door, Impact ",.sheets 1 through 23 of 23, dated 05/01/2007 with revision `B" dated 10/13/2011, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. 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 series and following statement: "Miami -Dade County Product Control Approved ", noted herein. RENEWAL of'this NOA shall be considered after a renewal application has been filed and therehas been no change in the applicable building code negatively affecting the performance of this product. TERYMATION 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 shal l 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 NOA # 11- 1018.12 and consists of this page 1 and evidence pages E -1 & E-2,: "as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. • APPROVE NOA No 12- 0516.04 Expiration Date: August 02, 2017 Approval hate: August 02, 2012 Page 1 Y PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A.. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under file # 0 11- x.018.12) 2. Drawing No. 8100 -11, titled "Alum. Sliding Glass Door, Impact ", sheets 1 through 23 of 23, dated 0510112007 with revision "B" dated 10/13/2011, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller B. TESTS (submitted under file # # 11- 1018.12) 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 Aluminum SGD, prepared by Architectural Testing, Inc., Test Report No. ATI- 8124.01- 401 -18, dated 11/13/2008, signed and sealed by Joseph A. Reed, 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 `mind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2. 1,, TAS 202-94 Along with marked—up drawings and installation diagram of Aluminum SGD, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL- -5618, dated 06/21/2008, FTL-5619, dated 07/07/2008, TTL -5254, dated 05/17/2007 and FTL -5273, dated 05/0712007 respectively, all signed and sealed by Carlos S. Rionda, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by PGT Industries, dated 11/26/2008, signed and sealed by Lucas A. Turner, P. E. (Original submitted under files # 11- 1018.12/ # 08- 1202.11) 2. Glazing complies w/ ASTME- 1300 -02 & -04. D. (,QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory 'Affairs (PERA). E. MATERIAL, CERTIFICATIONS 1. Notice of Acceptance No. 11- 0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass 0 Interlayer ", expiring on 01 /14 /17. 2. Notice of Acceptance No. 11- 0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaciteg PVB Interlayer ", expiring.on 12/11/2016. 3. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color lnterlayers ", expiring on 05/21/16. 4. Notice of Acceptance No. 08- 0520.08 issued to Solutia Inc, for their "Vanceva Composites Glass Interlayer ", expiring on 12/11/13 lE - I PG T TxICiUStrieS NOTICE OF .ACCEPTANCE: EVIDENCE SUBMITTED F, STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by PGT, dated 05 /14/12, signed and sealed by Lyn Miller, P.E. 2. Statement letter issued by PGT, dated 05 /14 /12, "Renewal with no change "signed and sealed by Lyn Miller, P.E. 3. Statement letter of conformance and compliance with the FBC --2007 and :FBC - -2010, dated 10/14/2011, signed and sealed by Anthony Lynn Miller, P. E. (submitted under file # 11- 1018.12) 4. Statement letter of no financial interest, dated 10/14/2011, signed and sealed by Anthony Lynn Miller, P. E.(submitted under f le # 11- 1018.12) 5. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15— 27.001 of the FBPE, dated 10/07/2011 signed and sealed by Anthony Lynn Miller, P. E. (submitted under file # # 11- 1018,12) 6. Statement letter of no financial interest, conformance and compliance with the FBC-- 2007, dated 11/26/2008, signed and sealed by Lucas A. Turner, P. E. (Submitted under previous NOA No, 08- 1202.11') 7. Lab compliance as part of the above referenced test reports. G. OTHER 1. This NOA renews NOA # 11- 1018.12, expiring on August 02, 2012. 2. Test proposal # 07 -2583, dated 03/19/07 approved by BCCO. E -2 IVI Jaime D. Gascon, P.D. Product Control Section Supervisor NOA No 12- 0516.04 Expiration Date: August 02, 2017 Approval Date: August 02, 2012 ,. • ,t a i y •, • 1. GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) /.\ GLASS STRENGTHS - T = TEMPERED HS = HEAT STRENGTHED A = ANNEALED INTERLAYER TYPES - SGP = .090 DUP T SENTRY GLAS PLUS SVS -.075 SOLUTIA VANCEVA STORM D8PVB =.090 DUPONT BUTACITE PVB SSPVB -.090 SOLUTIA SAFLEX PV8 1,3 - 7118" LAMI: (1) LITE OF 3116" A GLASS AND (1) LITE OF 3116" IHS GLASS W /AN .090 SGP OR.075 SVS INTERLAYER. 2,4 - 7/16" LAMI: (2) LITES OF 3116" HS GLASS WITH AN .090 SGP OR .076 SVS INTERLAYER. 6,6 - 7118" LAMI: (1) LITE OF 3118" A GLASS AND (1) LITE OF 3/'16" HS GLASS WI AN .090 DBPVB OR SSPVB INTERLAYER. 7,9 - 9/1V' LAMI: (1) LITE OF 114" A GLASS AND (1) LITE OF 1/4" HS GLASS Wl AN .090 8GP OR 076 SVS INTERLAYER. 8,10 - 9/16" LAMI: (2) LITES OF 1/4" HS GLASS W/ AN .090 5,,, GE OR .075 SVM ' INTERLAYER. 11,12 - 9/16" LAMI: (1) LITE OF 114" A GLASS AND (1) LITE OF 114" HS GLASS WI AN .090 D13PVB OR SSPVB INTERLAYER. 13,16 -1 1118" LAMI I.G. 3116" T EXT. CAP.+ 318" AIR SPACE + 7118" LAMI: (1 ) LITE OF 3116" A GLASS AND (1) LITE OF 3118" HS GLASS W1 AN .090 SGP OR .076 $VS INTERLAYER. 14,16-1 1 18" LAMI I.G. 3116" T EXT: CAP + 3/8" AIR SPACE + 7116" LAMI: (2) LITES OF 3/18" HS GLASS W/ AN .090 S OR .075 SVS INTERLAYER. 17,18-1 1116" LAMI I.G. 3115" T EXT. CAP + 318" AIR SPACE + 7116" LAMI: (1) LITE OF 3118" A GLASS AND (1) LITE OF 3118" HS GLASS WI AN .090 DBPVB OR SSPVB INTERLAYER. 19,21 -1 1/16" LAMI I.G. 3/16'T EXT. CAP" + 5118" AIR SPACE + 9118" LAMI: (1) LITE OF 114" A GLASS AND (1) LITE OF 114" HS GLASS WI AN .090 5..� OR .075 SVS INTERLAYER 20,22 -1 1116" LAMI I.G. 3116" T EXT. CAP + 6118" AIR SPACE + 9118" LAMI: (2) LITES OF 1/4" HS GLASS W! AN .090 SGP OR .076 SVS INTERLAYER. 23,24.9 1118" LAMI I.G. 3/16"T EXT. CAP + 5116" Alit SPACE + 9116" LAMI: (1) LITE OF 114" A GLASS AND (1) LITE OF 114" HS GLASS WI AN .090 0BPVB OR SSPVB INTERLAYER. 25,27 -1 1116" LAMI I.G. 1/4"T EXT. CAP + 8118" AIR SPACE + 711W LAMI: (1) LITE OF 3118" A GLASS AND (1) LITE OF 3118" Kq GLASS W/ AN .090 SOP OR .075 SVS INTERLAYER. 26,28 -1 1118" LAMI I.G. 114" T EXT. CAP + 6116" AIR SPACE + 7116" LAMI: (2) LITES OF 3116" HS GLASS WAN .090 §GP OR .076 SVS INTERLAYER, 29,30.1 1/16" LAMI I.G. 114" T EXT. CAP + 5116" AIR SPACE + 7116" LAMI: (1) LITE OF 3116" A GLASS AND (1) LITE OF 3116" HS GLASS W/ AN .090 DBPVB OR SSPVB INTERLAYER. 31,33 -1 1118" LAMI I.G. 914 "1 EXT. CAP + 114" AIR SPACE + 8116" LAMP. (1) LITE OF 914" A GLASS AND (1) LITE OF 114" HS GLASS W/ AN .090 SGP OR .075 SVS INTERLAYER. 32,34 - _1.1/16" L6MI,1.G._ 1/4" T EXT. CAP + 114" AIR SPACE + 9116" LAMI: (2) LITES OF 114" IS 9LA35 WIAN .090 HGP.t}R.076.SV3 INTERLAYER, 35,36 -1 1 {18" LAMI 1.0, 114" T EXT. CAP + 114" AIR SPACE + 91'!6" LAMI: (1) LITE OF 1/4" A GLASS AND (1) LITE OF 114" HS GLASS W/ AN .090 DBPVS OR SSPVB INTERLAYER. 2. DESIGN PRESSURES:•A..NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.02. S. POSITIVE DESIGN LOADS 13ASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3. ANCHORAGE: THE 33113% 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 1UILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 4 THROUGH 13. 4. SHUTTERS ARE NOT REQUIRED. 5. INSTALLATION SCRI~WS. FRAME.AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT. 6. REFERENCES: TEST REPORTS FTL -6254, Fit 5273, FTL -6618, FTL -5619, ATI.81241.01- 401 -18 -R1 ELCO TEXTRON NOA: 07- 0426.01, 03- 0226.06, ANSIIAF &PA NDS 2006 FOR WOOD CONSTRUCTION AND ADM 2006 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE. . CONFIGURATIONS: STRAIGHT DOORS • MAXIMUM 4 TRACKS BY 10 FT. (1204) HIGH WITH A MAXIMUM OF EIGHT 5 FT. NOMINAL WIDE DOOR PANELS. INSIDE OR OUTSIDE CORNER DOORS - MAXIMUM OF 4 TRACKS BY 10 FT. (120") HIGH WITH A MAXIMUM OF FOUR 5 FT. PANELS EACH SIDE OF CORNER. SEE EXAMPLE ELEVATIONS, SHT.13 AND PANEL CONFIGURATIONS SHT.14, X. XO, OX. XX t • ♦ � • F80 2010 CODE CHANGE !W86NOTE t. AWOLMINOON OXO.OXX, OXX, XXX OXXO. XXXO, Oym, X)CXX R9VISENOTE 10 TECHNOLOGY DR NOKOMIS, FL 34278 P.O. Bqx 1529 NOKOMIS, FL 34274 OXXXO, XXXXO, OX)=. XXXXX GENERAL NOTE'S AND MAP ALUM. SLIDING GLASS DOOR, IMPACT Visibly Better I _50-D760 14TS ...I -123 - $900 -19 $ NOA DRAINING MAP SHEET GENERAL NOTES ............. I GLAZING DETAILS............ 2 -3 ANCHORAGE .....................4 -13 DESIGN PRESSURES ....... 4 8 ELEVATIONS ..................... 14 CONFIGURATIONS ........... 14-16 j 16 -17 HORIZ. SECTIONS; ........ ...18 GENERAL NOTE'S AND MAP ALUM. SLIDING GLASS DOOR, IMPACT Visibly Better I _50-D760 14TS ...I -123 - $900 -19 $ NOA DRAINING MAP SHEET GENERAL NOTES ............. I GLAZING DETAILS............ 2 -3 ANCHORAGE .....................4 -13 DESIGN PRESSURES ....... 4 8 ELEVATIONS ..................... 14 CONFIGURATIONS ........... 14-16 VERT. SECTIONS ...... » ...... 16 -17 HORIZ. SECTIONS; ........ ...18 20 PARTS LIST ....................... 21 EXTRUSIONS .................... 22 -23 PRODUCT REViSBD as complying with the Florida Building Code Aoceptanco+No "V49 a=. % %J1111111 ```�. � tiisvt� m11 /� ••�� A. LYN M LILI?R, P.E. RE # 59705 n EXTERIOR 3118" HS GLASS A.090 SGP OR .078 SVS 3116" HS GLASS .—«, 7/16" NOM. .65" NOM. GLASS BITE ® 7!16" LAMI GLASS TYPES 2 & 4 A EXTERIOR 3116" HS GLASS .080 DBPVB, SSPVB, SGP OR .07'5 SVS 3116" A GLASS ---w 7/16" NOM. Ml .65" NOM. GLASS SITE 7/16" LAMI GLASS TYPES 1, 3, 6 & 6 GLAZING NG TYPE OPTIONS KEYS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASS STRENGTHS - T = TEMPERED HS = HEAT STRENGTHED A = ANNEALED INTERLAYER TYPES . SOP = .090 DUPONT SENTRY GLAS PLUS SVS '=.076 SOLUTIA VANCEVA STORM DBPVB = .090 DUPONT BUTACITE PVB SSPV8 =.090 SOLU71A SAFLEX PVB EXTERIOR 1/4" HS GLASS .090 SOP OR .075 SVS 114" HS GLASS --o 9116" NOM. - 1 � J � C t am - t m 9/16" LAMI GLASS TYPES 8 & 10 EXTERIOR 1/4" HS GLASS .090 DBPVB, SSPVB, SGP OR .075 SVS 114" A GLASS -- 9116" NOM. - A LAMI GLASS TYPES 7, i .65" NOM. GLASS BITE 9070 9 TECHNOL LAM GZING DETAILS 8 NO CHANGE THIS SHEET NOKOM14 FG42L7R M: -" ., R AVV7116 'PVaMV01WIAMIOLAVIVOO£PAILS. `— --- - - -_-- - -- SLUM. SI.li11NG GLASS LJODR It4/1PA T t 1(81dT A EXPAND PMAILB OVERALL INTERLAYEER CROSS WA tF ONS. P O. aqx 162$ i/�slbLy Better � awow Y Date: NOKKOMIS, FL $4274 sNlreAwet sorts 8hrr14 admw , tw6 5/9/07 J.J. XXV=7 SGD780 Ix 2 0123 8100 -11 PRODUCT REVISED stis com 3tylts8 wills the Flosldss 33uildlstg Cade do Acceptano No � i � z4o Mi ad ®Fro ci Catitral� ��itllllil�. Luz °0 ( ir �! AA N 13 P.E ..# 08706 OUTSIDE 3/13" HS GLASS A .090 SGP OR .075 SVS 3/18° HS GLASS 3/8" AIR SPACE 3116" OR 1/4" T :i�= 11/16" NOM. .65 NOM. GLASS BITE 1 1/16" LAMI I.G. TYPES 14,161, 26 & 28 0 OUTSIDE TSIDE 3116" HS GLASS .090 ASPVB, SSPVB, SGP OR .078 SVS 3118" A GLASS 3 /8" AIR SPACE 3116" OR 1/4" T 1 1/16" NOM. 01 55 .65" Nom, GLASS BITE I............................... 26 11116" LAMI I.G. TYPES 13, 15, 17, 13, 25, 27,29 & 361 GLAZING TYPE OPTIONS KEYS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASS STRENGTHS - T = TEMPERED HS =HEAT STRENGTHED A = ANNEALED INTERLAYER TYPES. SGP = .090 DUPONT SENTRY ALAS PLUS SVS a.076 SOLUTIA VANCEVA STORM DBPVB =.090 DUPONT BUTACIVE PVI3 SSPV8 =.090 SOLUTIA SAFLEX PVB OUTSIDE OUTSIDE 1/4" H9 GLAS3 1/4" HS GLASS .080 SaP OR .078 SVS .090 DBPVI3 SSPVB • SGP OR , Q76, SVS 1/4" HS GLASS 1/4"A GLASS -•-- + 318" AIR SPACE 318" AIR SPACE 9118" OR 114" T 3116" OR 1/4" T 1 1116" NOM. 11110" NOM. 1 32 OR 42 r J.J 10/13/11 B NO CHANGE THIS SHEET 107oTL ctrNaLOCIYDRIVE NOKOMIS, Ft 34278 .- . P BQX 1ff29 NOKOMIS, FG 34274 I.AIVII I.G. GLAZING DETAILS T� ALUM. SLIDING GLASS DOO igsr. RIG a : - 1118107 A ADil 11e1$ &LW to wr71 14NPVBANceil8 "r�aUSLAZWOO�TAILS ... . EXPAND DE AtlB TOCOVERALL INTE'RLAYER g ALIF AVONS, r F.K. Hate: MAP eo y. -./ Data: VOKM7 I i/Sst &ly Better 8e�e Lode& SOM80 9X 3 -(23 �t I I im � .± PRODUCT REVISHO as casnplyin� with tha Klorida g Na t 1a� �y``S`,,• y�G�NS,�' •,'P �r ; i3v, 58705 ­0 ® /rttl/ tu: �•fJ 5 A l:Of A. LY�SNILLR, P.E. P.E.# 6870b i DESIGN PRESSURE AND ANCHORAGE -NO REINFORCEMENT -4112" OR 51/4° SILL (SEE NOTES BELOW FOR OTHER SILLS) . TABLE 1. STRAIGHT& CORNER ASTRAOAL CLUSTER PLUS ANCHOR QTY. PER PANEL QTY. (SEE DETAIL SHT. 13) TABLE 1A. SILL HT. VS POS. OP POS, SILL DESIGN HEIGHT PRESSURE 16/60 N/A 2 314" +60.0 PSF 3 912" +73.3 PSF 4 112" +80.0 PSF 5'1144" +80.0 PSF [SEE NOTES 1 -3 Laml 7116 Ann /Heatw/ SGP or SVS Intorlayer >HEAD & SILL (H &S) INTERLOCK & GLASS TYPES: 1, 3 >JAMB ANCHOR QTY. >P -HOOK ANCHOR DOOR 84' 0" 6 ) HEIGHT loz, 108" (90) .1W 1201 NOM. PANEL WIDTH FRAME SIDE z ~ z 0 e- $ ai Of $ r tai C4 o �= $ � � z $ � z $ N � U e= Q 00 cq N, z $ r z $ cd � $ .= $ (�( N DESIGN PRESS. +801-80 + +801 -80 +80/- +60/ -70 + +W/-70 H &S C4 +1 I C4 +1 I C4 +1 C4 +1 C4 +1 I C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 .+60/-70 C4 +1 C4 +1 C4+/ C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 24" (20) JAMB• a 8 8 8 8 8 9 9 9 9 9 9 10 10 10 10 10 10 11 11 11 11 11 11 P -HOD 4 4 4 4 4 4 6 6 5 5 5 5 6 5 6 6 5 5 6 8 6 6 6 6 DESIGN PRESS. +$ -8 +8 - 1 +8 - + 0 - +60 -10 +601 -70 + 0 - C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4+1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 +1 04 +1 C4 +1 C4 +1 30" (26) L4K 8 8 8 8 8 8 9 9 9 9 9 9 10 10 10 10 10 10 11 11 11 11 11 11 4 4 4 4 4 4 6 5 6 5 6 5 6 5 5 5 5 6 6 8 6 6 6 6 DESIGN PRESS. +8 - + + -s0 +g + +6oJ 70 + -70 . +601-70 H &S C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 +1 C4 +1 C4 +1 C4 +1 C4r1 C4 +1 4 +1 C4 +1 C4+1 C4+1 C4 +1 C4 +1 C4 +1 C4 +1 06 +1 C04 +1 C5 +1 36" (30) JAMB 8 8 8 9 8 8 9 9 9 10 9 9 10 10 10 10 10 10 91 21+1' 11 11 11 P -HOOK 4 4 5 4 4 5 6 5 6 6 6 5 5 6 5 5 6 6 6 6 6 6 DESIGN PRESS, + + + + - + - 4 + ,7 H &S C4 +1 C4 +1 C4 +2 C4 +1 C4 +2 C4 +1 C4 +1 +2 C4 +1 C4 +1 C4 +2 04 +1 C4 +1 C4+2 C4 +1 C4+1 C4 +2 C4 +1 C4 +1 4 +2 C4+1 C4 +1 C6 +2 42" (36) JAMB 1134HOOK 9 8 8 !4j 8 8 10 9 8 11 9 9 11 10 10 11 10 10 12 11 11 12 11 11 4 4 8 4 6 6 5 6 6 6 6 6 s a 6 6 6 6 6 6 6 a-4,= OvAb i' RVAER90 l � nevide " DESIGN PRESS, + -8 +801- +77/-77 +72, -72, +W-07.3 ,3 -59 + &S C4 +1 C4 +1 04 +2 04 +1 1 C4 +2 C4 +1 +1 + +1 C4 +1 C4 +2 04+1 C4 +1. C4 +2 C4 +1 C4 +1 +2 C4+ C4 +1 C4 +2 C4 +1 C4 +1 C4 +2` 48" (40) JAMB 10 8 8 11 8 8 11 9 9 11 9 9 11 10 10 11 10 10 11 11 11 12 11 11 P HOOK 4 4 6 4 4 6 5 5 6 6 6 6 5 5 6 6 6 e 71 6 6 6 6 6 6 DESIGN PRESS. +80 %80 +77.31-77.3 +71.81 -71.8 + 8.6/ -88.6 PANELS OVER 48" WIDE NOT AVAILABLE OVER 96" HIGH 54" (48) C4+2 04 +1 C4 +3 04+1104+1 C6 +2 G4 +1 +1 6 +2 1 C4 +1 C6 +2 414&SSS. 14 8 9 2 8 9 1 9 9 12 9 8 K 4 4 6 4 4 6 6 5 6 5 5 6 DESIQN +75.21-76.2 + - • 7671-67 +81.8/ -51.8 60" (60) H &S C4 +2 C4 +1 C4 +3 C4 +2 C4 +1 C4�3 C4 +2 C4 +1 C4 +3 C4 +1 C4 +1 C5 +2 JAMB 12 9 9 12 9 9 12 9 9 12 9 9 P -HOOK 4 4 6 4 4 6. 6 6 6 5 S 6 1. POSITIVE PRESSURES IN TA13LE ARE BASED ON THE USE OF THE 41/2" OR 51/4" SILL. OH LENGTHtanco 2. WHEN USING THE 2 3/4" SILL, POSITIVE OP IS 50 PSF MAX. AND WITH THE 31/2" SILL, POSITIVE PRESSURES IS 73.3 PSF MAX. r (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A. HHAN9 3.2 3/4 , 3112 ", 41/2" AND 61/4" SILL WEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1618" SILL IS NOT AND MUST ONLY OH LENGTH USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED OH"- NGT H WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM}; OH THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. HEIGHT EQUAL TO 1 4. ANCHOR TYPES: 1.1/4" ELCO ULTRACON (FORMERLY TAPCON) 2.1/4" ELCO SS4 CRETE -FLEX 3. #12 STEEL SCREW (06) ) OR GREATER ,64 SEUI- EETS:1.0- THROUGH 43�170R ANCHORAGE SPACING AND EMBEDMENT INFORMATION. - ! 6, GLASS TYPE KEYS: (SEE NOTE 1, SHEET 1 FOR COMPLETE DESCRIPTIONS) 1,3 - 7/16" LAMI (AN-HS W/ SGP OR SVS) SEE NOTE 3 � PRODUCT REV19013 as complying with taus Merida Building Codc cco}s atop By Mlo'm�1D e F not titral 1 i 1111 f ���� 4N� LYNN &14 .j. •,. • , lF �� �� °��'s •'• �' �i .�' °•, • = * i No. 58705 f. a i��.••`•.,�i CiR1C�P'•'` ���� �S •'' ' " ' _..'�r.,�s'.1®Np��„ / 11 t 4 t j A. I YNIV MIL��, P.E. P.E. #58705 1t}7()TFCHNOLOOYORIVE NOKOMIS, FL 34271 _- ..__.... PQ EQX 1�g NOKOMfB, f L 34274 U�sfbdy Better DPAIVD ANCHORAGE, A�7F, LAMJ TABLE 9 SY .) . 10/93/11 a B NO CHANGE THIS SHEET ALUM: - SLIDING GLASS DOOM IMPACT _..._ 8etk soars maxo. Rer. SOD780 NTS 4 *1 23 8100-•11 ® Re er. F.K. $I /"i : A REVISEDPTAeL HANAADDANCHORAOE._.. _. -- -- _ ...__._......._ ADD NOTES RE. SILL & POS. UP, CLASS TYPS8 AND ANCHOR MR49 wn y F.K. oste: CY9 /0%' r• Hera � �fO M.t�1 K,\f MKt+AAt 1MF•. a vcaivir rM=Q0 MrZ ANN ANVr1VKAU1= - NU K INFVKCURgF_NT - 4112" OR 5114" SILL SEE NOTES BELOW FOR OTHER SILLS TABLE 2. Lama 8116 Ann /Heat wl SGP or SVS Interlayer >HEAD & SILL (H &S) INTERLOCK & STRAIGHT & CORNER ASTRAGAL CLUSTER PLUS ANCHOR QTY. PER PANEL GLASS TYPES: 7, 9 >JAMB ANCHOR QTY. >P -HOOK ANCHOR QTY. (SEE DETAIL SHT. 13) DOOR HEIGHT 68 84" (70) 90° (7 98" (80) 1 ' (86) (0 ) 114" 1201 TABLE 2A. 0 8 0 0 8 0 D 8 § D 8 0 fl 8 § 4 8 8 0 § PANEL FRAME c8 82 0 8 8 W1UTI1 SIDE '' cv N t- N 0. v c3 � " c3 co -= C4 C6 ..: � V) r: c N N (6 SILL HT. VS POS. DP DESIGN PRESS. + +801 -80 +801 -80 +801 -80 + - 0 +6 70 + - + POS. SILL DESIGN HEIGHT PRESSURE H &S a4l C4 +1 C4 +1 C44t C4 +1 C4 +9 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +9 C4 +9 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 24" {20) JAMB 8 8 8 8 9 9 8 8 S 9 10 1.0 : 10 10 10 10 1 11 11 11 11 11 P 4 -HOOK 4 4 4 6 6 6 6 6 6 6 6 5 5 6 6 6 8 6 6 6 6 15/8" NIA 2 3/4" +50.0 PSF 31/2" +73.3 PSF 4112" +80.0 PSF 5114" +80.0 OSF SEE NOTES 1 -3 DF -61% PRESS. + 0 +801-80 +8 +601- 0 +6 -7 +601 -70 +601-70 H &S O4 + +1 C4 +1- C4 +1 C4 +1 C4 +1 G4 +1 C4 +1 C4 +1 C4 +1 C4+1 C4 +9 C4 +4 04 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 04 +1 C4 +1 04 +1 C4 +1 04 +1 W' (26) JAMB 8 8 8 8 8 8 9 8 9 8 8 8 10 10 10 10 10 10 11 11 11 11 11 11 P-HOOK 4 4 4 4 4 4 6 6 6 5 5 6 5 6 6 S $ $ 6 6 8 6 6 6 DESIGN PRESS. + +80160 +8 -80 +&W-80 + + -7 +601 -70 +60 %70 H && C4 +9 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4+1 C4 +1 C4 +1 C4 +1 G4+ C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C5+1 C4+ C4 +1 C6 +1 36" (30) JAMB 8 s 8 8 8 8 MC4+1 JC4+1 9 10 8 9 10 10 10 10 10 10 11 11 11 19 11 11 P -HOOK 4 4 6 4 4 S 8 6 5 56 6 6 5 5 6 8 8 6 6 6 8 ESIGN PRESS. + - + - + + + 0 - +6 - + W &8 C4 +1 C4 +2 C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 C4 +2 C4 +1> C4 +2 C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 C.rs +2 �� 42 (36) JAMB IP-HOOR4 f4j 8 8 10 8 8 10 8 8 11 9 9 jA 10 10 11 10 .10 12 11 11 12 11 11 5 4 4 5 6 6 6 5 6 6 6 6 6 5 6 6 6 6 6 6 7 �, DESIGN PRESS. + - + Of 0 + + + _ +60f_70 + - + H&S O4 +1 C4 +2 C4 + 1 C4+1 +2 G4 +1 C4 +1 C5 +2 C4 +1 C4 +1 C5 +2 C4 +1 C4 +1 C6 +2 +1 04+1 C5 +2 C4 +1 C4+1 G$ +2 C4 +1 C4+1 C6 +2 48" (40) JAMB 10 8 11 8 8 12 9 • 9 12 9 10 12 10 10 13 10 10 13 11 11 14 11 P -H00 4 6 4 4 6 5 S 6 5 5 7 6 5 6 $ 6 7 6 8 7 6 6 7 DESIGNN PRESS. + -8 + + Cody Act »aa Na 2� . b H&S C4 +2 C4+1 C4 +3 C4+2 C4 +1 C4 +3 +2 C4+1 C4 +3 C4 +2 C4+1 C6 +3 JAMB 11 8 8 12 9 9 9 10 14 10 11 54" (46) IP440OR PANELS OVER 48" WIDE MOT AVAILABLE OVER 98" HIGH _Zt = 4 4 6 4 4 6 ±6 5 6 7 DESIGN PRESS. +80-80 + + .8. + 91-73 9 94 +2 C4 +1 04 +3 C4+2 C4+1 C5+3 2 C4 +1 C5 +3 C4 +2 C4 +1 C5 +3 69'(60) AP-HOOK 12 9 10 13 9 10 94 10 11 14 10 11 4 4 7 4 4 7 6 6 7 5 5 7 .t'RODUCT REVIS13D - - as complying wltlt tits Irioricla Building Cade OH LENGTH 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4112" OR 6114" SILL. `� o Date p% 2. WHEN USING THE 2 3/4" SILL, POSITIVE DP IS 60 PSF MAX. AND WITH THE 31/2" SILL, POSITIVE PRESSURES IS 73.3 PSF MAX. j (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. OVERHANG ,vtlami Ingo Pro uotControl 3.2 3/4 ", 31/2 ", 4112" AND 5114" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 .5/8" SILL IS NOT AND MUST ONLY ON LENGTH BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED O HEIGHT OH WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAMj; *THIS CONI?ITION IS NOT RATED FOR WATER INFILTRATION. HEIGHT EQUAL TO 1 4. ANCHOR TYPES: 1.1/4" ELCO ULTRACON (FORMERLY TAPCON) 2.114" ELCO SS4 CRETE -FLEX 3. #12 STEEL SCREW (135) OR GREATER •`•e ' _... ,$. -3EE SHi= iE'I.9;,11J �THRtr9tIE3Iri "13`t"K1R ANCHORAGE SPACINfi� ANI )EMBEDMENT- INFORMATION: .... � .�, •..:. ..: -- ... ...... �, 6. GLASS TYPE KEYS: (SEE NOTE 1, SHEET 1 FOR COMPLETE DESCRIPTIONS) No.58705 7,9 - 919'6" LAMI (A MS W! SGP OR SVS SEE N(.}°i'E 3 • � " t o 4t, /i iu � 3TAT O • 1(t eva y Dare 1070 TE'OHNOLOGYDAIVE Noxomis, FL 34276 P.O. BQXl828 NOxONS, FL 34274 DP ANDAtMt:HOPME tAMI TABLE '- ��' .•':�`�'�� iii fsS� ......... fG�y � A LYNN P.E.# 50706 �P.!_ J.J. ": 90113111 s 8 NO CHANGE THIS SHEET �: ALUM. Sl.IL7IlV(3 GLASS Doia%�, IMPACT FJG� !dlelo7 A NBWOPANDANCHOJdAOB rASts we y: F. K, ate: 511107 y gate Uislbly$ettsa 600780 ° NTB 6 a 23 8100 -11 sstc B I 1/1L"Qtl.1 wl not -_r__ -1111 fr- Aaif- •,LV+.a1'd rfXcya_ Uc« "NU HIVI,i- {VYCHI� - PULL rt�twrUKUI=M1 =FV I - b 114" SILL (SEE NOTES 1E3ELUW FQR OTHER SILLS) TABLE 3. STRAIGHT & CORNER ASTRAGAL CLUSTER PLUS ANCHOR QTY. PER PANEL ANCHOR QTY. (SEE DETAIL SHT. 13) TABLE 3A. SILL HT. VS POS. DP POS. SILL DESIGN HEIGHT PRESSURE 15/811 N/A 23W +50.0 PSF 3112" +73.3 PSF 4112" +100.0 PSF b 114" +145.0 PSF SEE NOTES 1 3 Lama 7116 or 8116 GLASS TYPES: Heat/Heat w/ 660 or SVS Interiayer >HEAD & SILL (H &S) INTERLOCK & 2, 4, 8, 10 >JAMS ANCHOR QTY. >P -HOOK DOOR HEIGHT 0" (68 0) 96 102!'(8 } 108" (90) " 120'(10 NOM. PANEL W1pTM DESIGN FRAME SIDE PRESS. a v " +10 - 15 C6 Z S a ' cq + - 1 n z pp `" a +105 - N T +1051- vi z 0 wz aT +1 -1 (6 8 b c +1051 -115 ea +106/415 U U ,: c +1051 -1 T 24" (20) C4 +1 C4 +1 C4 +1 C4 +1 4+1 CA01 C4 +1 C4+1 C4 +1 C4 +1 C4+1 C4 +1 C4 +1 C4 +1 C4+1 C4+1 C4+1 CS +1 C4 +1 C4+1 C6 +1 C4 +1 C4 +1 C6 +1 E $ $ 8 $ $ $ 8 $ S 9 8 8 10 10 10 11 10 10 11 11 11 2 11 11 4 4 4 4 4 5 S 6 S 5 5 6 S 6 6 6 S 8 6 6 6 6 8 6 DESIGN PRESS. +1081 -115 + - 1b +10 - S +9 » 1 + _ 6 +1051 -118 + - +1061-116 39'M H &S C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C5 +1 C4+1 C4+1 CS +1 C4+1 C4 +1 C5+1 C4 +1 C41-1 C6 +1 04+1 C4+1 06+1 C4 +1 C4 +1 C6 +1 C4 +1 C4 +1 C7 +1 JAMB 1P­HOOF( 0 8 8 10 8 8 11 9 9 11 9 9 12 10 1 13 10 10 14 11 11 14 11 11 4 4 6 4 4 5 6 6 8 6 6 $ 6 5 6 6 $ 7 8 7 8 8 7 DESIGN PRESS. + - 5 + +1051 -116 + 5 - 6 +1 - + Im - 6 + 5 -116 + - 36" (30) H &S C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 C5 +2 C4 +1 C4 +1 CS +2 C4 +1 C4 +1 C6+2 +1 04 +1 C6+2 C4 +1 C4 +1 C8 +2 C4 +1 04+110742 C4 +1 C4 +1 07 +2 - JAMB IP-HOOK 11 8 8 12 8 1 9 12 9 10 13 10 10 14 10 11 1S 11 12 16 11 12 17 12 13 4 4 6 4 4 6 S 6 7 6 5 7 6 6 7 6 5 $ 6 6 $ 8 6 9 DESIGN PRESS. + 051 -11 + + - + O1 - +1 - + - + - + 42" (36j C4+1 C4+1 C6 +2 C4 +1 C4+1 C6+2 C4 +1 C4+1 C6+2 C4+1 C4 +1 C7 +2 C4 +1 C4+1 C7 +2 C4+1 1 8 +2 C4 +1 04+1 $ +2 CS +1 C4 +1 C9 +2 LH B 13 9 10 13 10 10 14 10 11 16 11 12 16 12 13 17 12 13 18 13 14 19 14 15 OK 4 _+_105-P-1-15 4 7 4 4 7 5 5 7 6 6 8 8 6 8 5 5 9 6 8 9 6 6 10 PRODUct' ii>�1+4tI<� 60 "emptyiag Whb ft fit& a k • DESIGN PRESS. + - 5 + -11 + 97 + +1051 -115 H &S. 2 C4 +1 GS +3 C4 +2 C4 +1 C6�3 G4+2 C4+1 08+3 C4 +2 C4 +1 C7+3 C4+2 C4 +1 C7 +3 C4+2 4+ 8 +3 C4 +2 C4 +1 C9+3 C4+2 C4+1 08+3 48" (40) JAMB TI 10 11 1S 11 12 16 12 12 17 12 13 18 13 14 20 14 15 21 16 16 22 15 7 P HOOK 4 7 5 4 8 5 6 8 6 S 9 6 6 $ 6 5 10 6 6 10 7 • 6 11 C?ESION P�i1 =Se. + - + +1081-115 + PANELS OVER 48" WIDE NOTAVAILABLE OVER SW HIGH 54" (46) H &S C4+2 C4+1 C6 +3 C4+1 C7 +3 C4 +2 4 +1 C7 +3 C4 +2 C4 +1 C8 +3 A B 18 11 1 12 N17 13 18 13 14 19 14 1S P -HOOK 6 4 8 4 9 6 S 8 6 .6 10 DESIGN PRESS. + - 1 + -1 + S - 1S + 60-(60) IP-HOO H &S C4+2 +2 06+4 C4 +2 04 +2 C7+4 C4+2 C4 +2 C8 +4 C!21 +2 C4 +2 C8+4 JAMS 17 12 13 18 13 14 20 14 15 15 1 18 6 4 9 1 6 4 9 6 5 10 6 S 1 11 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 61/4" SILL. .y 2. WHEN USING THE 2 3/4" SILL, POSITIVE DP IS 50.0 PSF MAX„ WITH THE 3112" SILL, POSITIVE DP IS 73.3 PSF" MAXAND OH LENGTH WITH THE 4112" SILL, POSITIVE DP 1S 100.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A, r I " " " ° " OVERHANG 3.2 3/4 , 31/2, 41/2 AND 5114 SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 S18 SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED f OH LENGTH WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); OH OH HEIGHT THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. HEIGHT 4. ANCHOR TYPES: 1.1/4" ELCO ULTRACON (FORMERLY TAPCON) 2.1/4" ELCO 334 CRETE -FLEX 3. #12 STEEL SCREW (G5) EQUAL TO 1 5. SEE SHEETS 10 THROUC3H I31=0R ANCMRAQE SPACIN ®.A(VD.EMBiEDNIENT INFORMATION. .._ <.. , _ _ _. t7.R 9.RA7k 6. {3LASS TYPE KEYS. (SEE NOTE I, SHEET I FOR COMPLETE DESCRIPTIONS)' e..,... -., _ . _; ., - -, -, ..'` 2,4 - 7/16" LAMI (HS -H W! SOP OR S 8,10 - 9116" LAM (HSS -HS W /SGP OR � SEE NOTE 3 PRODUCT RSVI$BO as complying with the Florida au"Ing Cade Am* once No "" A Exp , ► • x3y lvfiaml nda Pro uct Contra% t t I I I �� •{ LYNN ii .... ��� 0�.. • ! /(F'�, �'• s�''• �¢ ., No. 58105 � -.� : 'da $TA'T i ;c,, �' • F( 0RtU `• �� ��` '' " • •' � �� �jONA1i�tt���� A. L4f & MII_>� ER, P.E. REN 58705 xewonr, vatm R 1!!70 TECHNOLOGY HOKUMtS, F1 34276 Pa egxT�ze NOKOMIS. FL $4274 ----s De�aapUon DE AND AIVCHpRAGE LAMi TABLE 3 71,771w- J.J. 10113111 S NO CHANGE THIS SHEET r�o ALUM. SLIDING GLASS D{70R IMPACT eFK If/"l R A �r�wa>aa�vn,aNCrrotrao &secs F.K. 811107 euey. Date: 'Visibly Better ae+tes D78 SC3Cl780 sue: NTS armor 6 a 2$ ores � 6100% 1 ? �r B DESIGN PRESSURE AND ANCHORAGE -NO REINFORCEMENT -4112" OR 6 IX' SILL {SEE NOTES BELOW FOR OTHER $ILLS} TABLE 4. Lamt I.G. wt 7116 or 9116 Laml AnnlHeat wl SOP or Vanceva Intertayer >HEAD & SILL (H &S) INTERLOCK & STRAIGHT & CORNER ASTRAGAL CLUSTER PLUS ANCHOR CITY. PER PANEL GLASS TYPES: 13, 15,19, 21, 25, 27, 31, 33 >JAMB ANCHOR QTY. >P -HOOK ANCHOR QTY. (SEE DETAIL SHT. 13) 3V'(26)1 DESIGN JAMB z NOM. 4 36" (30) DESIGN PANEL FRAME IAMB IP-HOOK PRESS. WIDTH SIDE H &S DESIGN PRESS. 9 PRESS. H &S C4+ JAMB 8 24" (20) 3V'(26)1 DESIGN JAMB 8 [P-HOOK PRESS. 4 36" (30) DESIGN H8tS C44 IAMB IP-HOOK PRESS. 8 4 42" (38) DESIGN H &S 04, JAMB IP-HOOK4 9 PRESS. +1 48" (40) H &S C41 JAMB 1C P -HOOK 4 DESIGN PRESS. 9 64" (4 6) &S C4a AM 13 11 P-HOfl 4 DESIGN PRESS: C4 +1 60" (60)1 H &S C4a JAMB 12 a Q U z z z O qz z (z� �j pz© zq t' Q Q Q U U 8 C3 U U 8 4N (4 � Of + -80 + 8U1 -80 +8U1 -8fl +601-70 +601 -70 -7 + - :4 +1 C4 +1 C4 +1 04 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 04+1104+1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 KC4+1 04 +1 C4 +1 C4 +1 C4 +1 C41 8 8 8 8 8 9 9 9 9 9 9 10 10 10 10 10 10 11 11 11 11 11 4 4 4 4 4 6 5 6 S 6 6 6 6 5 5 6 5 $ 6 6 $ + + -80 +8 + -7 +601 -70 +6 -70 +6 1- ;4.+1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4- 8 8 8 6 8 9 9 9 9 9 9 .10 10 10 10 10 10 11 11 11 4 4 4 4 4 5 5 5 6 6 6 5 6 6 5 8 6 6 6 6 _6 _ 6 44 +1 OJe C4 +1 04 +1 C4 +1 I C4 +1 C4 +1 C4 +1 1 C4 +1 8 5 9 1 $ 8 4 1 4 6 9 1 9 1 9 5 5 1 6 10 1 9 5 i 5 4 +2 C4 +1 C4 +1 +2 +1 C4+1 +2- C4 +1 C4 +1 8 10 6 8. 10 9 9 11 9 6 4 4 6 + 01-80 6 5 + -80 6 6 6 + -8+ 4 +2 C4 +1 04 +9 C4 +2 04 +1 C4 +1 C6 +2 C4 +1 G4 +1 8 11 li 8 12 9 9 12 9 6 4 4 6 6 6 6 5 6 + +0 -0 + FT77 4 +3 C4 +2 04 +1 C4 +3 C4 +2 C4 +1 C4 +3 C4 +1 C4 +1 9 12 9 9 13 9 10 13 9 6 4 4 1 6 1 6 1 6 1 7 1 6 6 I,: 0 6 1 11 10 10 11 10 10 1 12 19 1 11 1 7;L 11 S 5 6 6 6 8 1 6 6 6 8 8 SEE EXAMPLE OXXO CORNER ANCHORAGE PLAN AND OXX STRAIGHT DOOR ANCHORAGE PLAN ON SHEET 10 PANELS OVER 48" WIDE NOT AVAILABLE OVER 98" HIGH 1. POSITIVE PRESSURES IN 'TABLE ARE BASED ON THE USE OF THE 4112" OR 6114" SILL. 2. WHEN USING THE 2 314" SILL, POSITIVE OP IS 60 PSF MAX. AND WITH THE 3112" SILL, POSITIVE PRESSURES IS 73.3 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 4A. 3.2 3/4 ", 3112 ", 4112" AND 5114" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 15/8" SILT. IS NOT AND MUST ONLY ED [— OH LENGTH BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN 1N TABLE 4 MAY BE US OVERHANG WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. I I OH LENGTH 4. ANCHOR TYPES: 1.114" ELCO ULTRACON (FORMERLY TAPCON) 2. 114" ELCO SS4 CRETE -FLEX 3. #12 STEEL SCREW (G6) O4 OH HEIGHT 6. SEE SHEETS 10 THROUGH 13 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. HEIGHT $ GLASS TYPE KEYS: (SEE NOTE 1, SHEET 1 FOR COMPLETE DESCRIPTIONS) EQUAL TO 1 X315 1''1/1 L11MI I G: 3/18 "TEXT: CAP; 318 ";AIR SPACE A 7116" LAMI (L;N� HS 11111 SGP QR.SN3) $ OR GREATER ,. 19,21-11/16" LAMI I.Q. 311&'T EXT. CAP, 6116" AIR SPACE & 9/16" LAMI (Ate -HS W/ SGP OR 1lS) 26,277- 11116" LAMI I.G. 114" T EXT. CAP, 5116" AIR SPACE & 7116" LAMI (AN-HS W/ SOP OR SVS ) SEE NOTE 3 31,33 -1 1116" LAMI I.G. 114" T EXT. CAP, 1/4" AIR SPACE & 9116" IAMI ( HS W/ SGP OR SVS mro rl=OHNOLOl3railiW DP AND ANCHORAGiE, LAMI LG. TABLE 4 NO CHMG9 rHIS SHEET NOKOMIS, FL $4276 aw P.O. o. aQx �62e ALUM. SLIDING GLASS DG{7R 1NlAACT NEWDPANnANCHOlrAae rAeLa s� okra 18w. NOKOMIS. FL 34274 Visibly 88ttsr 50=0 NTS 7 of 23 8100 -11 B 5114" 1 +80.0 PSF PRODUCT RtWlS8D as complying with the Florida Building Corte � Acceptance loo fe, L;;ale Product GYmtro ti�iN14 M11 `� ��O .�Ggtt1SS ,• .� �. �• 687n5 f " }o �+ :' `i?Q�; • PLORNO• .� ; TStOtgN\ A. LYiVA WI iLLikP.E. P.E #i 68105 TABLE 4A. SILL HT. VS POS. DP POS. SILL DE81GN HEIGHT PRESSUR 1 518" NIA 23/4, +50.0 PSF 3112" +73.3 PSF 4112" +80.0 PSF 5114" 1 +80.0 PSF PRODUCT RtWlS8D as complying with the Florida Building Corte � Acceptance loo fe, L;;ale Product GYmtro ti�iN14 M11 `� ��O .�Ggtt1SS ,• .� �. �• 687n5 f " }o �+ :' `i?Q�; • PLORNO• .� ; TStOtgN\ A. LYiVA WI iLLikP.E. P.E #i 68105 DESIGN PRESSURE AND ANCHORAGE - FULL REINFORCEMENT - 61/4" SILL (SEE NOTES BELOW FOR OTHER SILL_$) TABLES. Lami I.G. w/ 7116 or 9118 Laml HeatlHeat w/ SGP or Vanceva Into dayer >HEAD & SILL (H &S) INTERLOCK & STRAIGHT & CORNER ASTRAGAL CLUSTER PLUS ANCHOR QTY. PER PANEL GLASS TYPES: 14 16, 20' 22, 26, 28, 32, 34 >JAMS ANCHOR QTY. >P -HOOK ANCHOR QTY. {SEE DETAIL SHE 13) TABLE 5A. DOOR HEIGHT 80" (68) 84-(70) 90.(70) 8 80) 102" (86) 108' 0) 114" Qz � � 0z z a � z z � � tz v c3 S U 8 � � � cz cz. v SILL HT. VS POS. DP PANEL FRAM E c0 !C4 WIDTH SIDE e- t� cd n N th a s= tf tai .= N M �i e- N •e= tf C C+? � e. � M � POs. SILL DESIGN HEIGHT PRESSURE 15/8" NIA 2 314" +-50.0 PSF 3112" +73.3 PSF 4 112" +100.0 PSF 5114" +106.0 PSF SEE NOTES 1 -3 DESIGN PRESS. +105/- -115 + 051- 6 +1 / -1 6 + 051 -118 +10-67715 + Qb - 16 JC4+C4+1 +105/-115 H&S C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 04 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 04 +1 C6 +1 C5 +1. C4 ±1 C4 +1 06+1 24 " (20) JAMB 8 8 8 8 8 $ 9 9 9 9 9 9 10 10 10 11 10 10 11 12 11 11 p-HOOK 4 4 4 4 4 5 5 6 S 6 8 S 5 5 b b 5 8 8 6 8 8 DESIt3N PRESS. + 0 -116 +10 I- 16 +1051 -1 + -115 + 0 - +1061- 5 6 + .. 6 H &S C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C5+1 C4 +1 C6 +1 C4 +1 C4 +1 Cb +1 C4 +1 C4 +1 C6 +1 C4 +1 C4 +1 C6 +1 C4 +1 C4 +1 C6+1 C4 +1 C4 +1 C7 +1 30" (28) A 9 8 8 10 8 8 1040 9 9 11 9 9 12 10 10 13 10 10 14 11 11 14 11 11 P -HOOK 4 4 6 4 4 5 5 6 6 b 6 6 5 8 6 8 7 6 8 7 6 6 7 DESIGN PRESS. + 1- 15 + 0 -116 + + 08 -11 +10 1-11 + I- + 6 - 6 +1 51-1 C4 +1 C4 +1 C4 +2 C4 +1 4 +1 C5+2 C4 +1 C4 +1 05+2 C4 +1 C4 +9 C8 +2 C4 +1 C4 +1 C6 +2 C4 +1 C4 +1 C6+2 C4 +•I C4 +1 C7 +2 C4 +1 C4 +1 C7 +2 36" (30) EH& 11 8 9 12 8 9 12 9 10 13 10 10 14 10 11 15 11 12 16 11 12 17 12 13 4 4 6 4 4 6 5 5 7 6 b 7 6 6 7 6 6 8 6 6 .8 8 6 9 DESIGN PRESS. +10 -115 +1 - 5 +1 - 5 + +1 - 1 + - +1 H &S 04 +1 C4 +1 06 +2 +1 C4 +1 C6+2 C4 +1 04 +1 C8 +2 C4 +1 C4 +1 C7 +2 C4 +1 C4 +1 C7 +2 C4 +1 C4 +1 C8 +2 +1 +1 C8+2 C5+�1 04 +1 +2 42" (36) IP-HOOK JAMB 13 8 10 13 10 10 14 10 11 15 11 12 16 12 13 17 12 13 48 13 4 19 14 18 ? ar0map$'1a6+ t6eNl�f� mddktcwt i4eotgrptaet Naha I2 -os 6.0 tJ 4 4 7 4 4 7 6 6 7 6 5 8 6 b 8 6 5 9 6 6 9 6 6 10 DESIGN PRESS. +1051-116 +10 -118 +1061-115 + + 01-115 + + 4 + -1 5 C4 +2 C4 +1 C5+3 C4 +2 C4 +1 C6 +3 +2 C4 +1 C6 +3 C4 +2 C4 +1 7 +3 C4 +2 C4 +1 C7 +3 C4 +2 C4 +1 C8 +3 C4+2 C4 +1 C9 +3 C4 +2 C4+1 C9 +3 48" (40) LH&S AMB 14 10 11 16 11 12 16 12 12 17 12 13 18 13 14 20 14 16 21 15 16 22 16 17 H00 5 4 7 5 4 8 5 6 8 6 5 9 6 6 9 S 5 fl 6 6 10 7 6 11 DESIGN PRESS. +1fl +105/-116 +105 +1 - - 0 H &S C4 +2 C4 +1 C6 +3 C4 +2 C4 +1 I C7 +3 C4 +2 04 +1 C7 +3 C4 +2 C4 +1 1 C8 +3 S4" (46) ` JAMS 16 11 12 17 12 13 18 13 14 19 1 14 1 16 PANELS OVER 48" WIDE NOTAVAILABLE OVER 96" HIGH P HOOK 6 4 8 5 4 9 6 5 9 6 1 S. 10 DESIGN PRESS. M67-1, + - b + -11 +105t-115 4 +2 C4 +2 C8 +4 G4 +2 C4+2 C7 +4 C4 +2 +2 C8 +4 C4 +2 C4 +2 C$+4 60" (50) a!, 7 12 13 18 13 14 20 14 15 21 16 16 PRODUCrREVISED S 4 9 6 4 9 8 b 10 $ 6 11 "oomlilyie�g with the 1:laridA 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 5114" SILL. 2. WHEN USING THE 2 3(4 "SILL, POSITIVE DP 13 50.0 PSF MAX., WITH THE 3 912" SILL, POSITIVE DP IS 73.3 PSF MAX AND Sint Ina Cotto A`wpai10° ° — Q WITH THE 4 112" SILL, POSITIVE DP IS 100.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 5A. r OH LENGTH 3.2 3/4 ", 31/2'; 41/2" AND S 114" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 61W SILL IS NOT AND MUST B ALt! N i ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 5 MAY BE USED OVERHANG �esmi ado Pro not Control WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM}; I THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. OH LENGTH 4. ANCHOR TYPES: 1. 1/4" ELCO ULTRACON (FORMERLY TAPCON) 2.1/4" ELCO SS4 CRETE -FLEX 3. #12 STEEL SCREW (G5) OH OH-HEIGHT ti ti t i I t \% VANN ' 5. SEE SHEETS 10 THROUGH 13 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. HEIGHT 6. GLASS TYPE KEYS: (SEE NOTE 1, SHEET 1 FOR COMPLETE DESCRIPTIONS] EQUAL TO 1 �y ... •'' 14,18 1 1116° LAMI I.G.- 311$ ".T EJKT. CAPIS ".AIQ_SPP�CE &:.7/16" i.AMi. (HS.t5_ W/ SGP t}R,SV._,. OR GREATER 20,22 -1 1116" LAMI I.Q. 3/16" TEXT. CAP, 5116" AIR SPACE & 9116" LAMI (HS -HS Wl SG0 OR S _. _ ....... Ra 5a145 ,. 26,28.1 1116" LAMI I.G. 1/4 "TEXT. CAP, 5116" AIR SPACE & 7118" LAMI (HS-HS Wl SOP OR S SEE NOTE 3 �a : w 32,34 -1 1/16" LAMI I.G. 114" T EXT. CAP. 114o' AIR SPACE & 911W LAMI (HS-HS Wl SGP OR SVS ,.• �� . i� Z ` d eve DAW Ra woo: oeearp:Wa �s 14070 TECHNOLOOrnRIVE NOKOMIS, FL 342x8 ..,® DP ANC? ANCHORAG LAM! L G TABLE 5 /" 5 S %�q fi! Ot��� •' �'�`: ' • L ��` /� Stoi�1 .,�. Ot13191 NO CHANGE THIS SHEET' ALUM. SL It?tJVG GLASS DOC?R IMPACT eve sy e: Re F.K, !1 /aff A NEWQFANDANCHORAQL TABLE P.O. BQX i628 NOKOMIS, FL 34274 A. LYNN i+l'Vl�.11 �fi, P.B. Vtslbly Better ftim w0m' °" °fa N0` ` B ey Data: nate: F K. s�110r SGD780 NTS 8 a 23 8100 -1.9 PER 68706 DESIGN PRESSURE AND ANCHORAGE -NO REINFORCEMENT TA13LE 6, 4112" OR 6114" SILL (SEE NOTES BELOW FOR OTHER SILK All Laml or Lamm LG. w/ PVB Intertayer at-ASS TYPES: 6, 6, 11, 12, 17,18, 23, 24, 29, 30, 36, 36 >HEAD & SILL (H &S) INTERLOCK & STRAIGHT & CORNER ASTRAGAL CLUSTER PLUS ANCHOR QTY. PER PANE >JAMB ANCHOR QTY. >P -HOOK ANCHOR QTY. (SEE DETAIL SHT. 13) DOOR HEIGHT w (7 0)- 0 } {80} NOM. PANEL WIDTH FRAM SIDE a ,FRAME `" NIA D U `= c i N t) •- Z cs C4 ., •- s�i Of DESIGN PRESS, +65 85 -8S +6 -85 H &S 04 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 I C4 +9 1 GWI C4 +1 C4 +1 04 +1 24" (20) JAMS IPMOOK 8 8 8 8 8 8 9 9 9 9 9 9 4 4 4 4 4 4 5 5 5 5 5 5 DESIGN PRESS. +$6/-6s + 1.6 +06/-65 + . H &S C4 +1 C4 +1 04 +1 04+1 1 04 +1 04 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 3Q" (26) JAMB IP-HOOK 8 8 8 8 8 8 9 9 9 9 9 9 4 4 4 4 4 4 5 5 5 6 5 6 DESIGN PRESS. +F57.&5- + 5 -6 + S H &S C4 +1 C 04 +1 C4 +1. C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 38" (30) JAMB 10--HOOK 8 8 8 8 8 9 9 9 9 9 4 4 4 4 4 6 6 6 6 6 DES)ON PRESS. 4' + -6ti + +65 -6b H &S C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 C4 +2 C4 +1 04 +1 C4 +2 42" (36) JAMB $ $ $ 8 8 8 9 9 9 9 9 9 P HOOK 4 4 4 4 4 1 5 5 5 5 5 5 S DESIGN PRESS. + H &S C4 +1 C4 +1 04 +2 C4 +1 C4+1 C4 +2 C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 C4 +2 48" (40) JAMS 9 8 $ 9 8 8 10 9 S 10 9 1 9 P-#i00K 4 4 S 4 4 5 6 5 S 1 S 5 6 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 41/2" OR 6114" SILL. 2. WHEN USING THE 2 314" SILL, POSITIVE DP IS 60 PSF MAX. AND WITH THE 31/2" SILL, POSITIVE PRESSURES IS 73.3 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 6A. 3.2 3/4', 31/2 ", 4112" AND 6 114" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1518" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 6 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHAND COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM}; THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. ANCHOR TYPES: '1.114" ELCO ULTRACON (FORMERLY TAPCON) 2.114" ELCO SS4 CRETE -FLEX 3. #12 STEEL SCREW (G5) 5. SEE SHEETS 10 THROUGH 13 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 6. GLASS TYPE KEYS: (SEE NOTE 1, SHEET 1 FOR COMPLETE DESCRIPTIONS) 5,6 - 7/18" LAMI QAN-�HS W1 DRPVB OR SSPVB 11,12 9/16" LAMI (6N -HS W/ DSPV13 OR SSPVB r " 97,18 -_� �116'LAMI•I.Or 3 /�S .T EXi',. G AP,.3l8u ; AtR SPACE. & 7 /18,.LAMI (AN- HS..NOB P V O R S SPVB _, • _ :. ..., 23,24 1 1118" LAMI I.G, 3/18" T EXT. CAR, 6116" AIR SPACE & 9110" LAMI (&-H;s' W/ bBPVS QR SS_ PVB) 29,30 -1 1/16" LAMI I.G. 114" T EXT. CAP, 6116" AIR SPACE & 7116" LAMI (AN -HS W/ DSPVB OR SS_ PVB) 36,36 -1 III LAMI I.G. 1/4" T EXT. CAP, 1/4" AIR SPACE & 9/18" LAMI (AN -HS W/ DHPVS OR SSPVB) fU70 TECHNOLOGYDR1 vE j WAND NO CHANGE TH18 SHEET NOKOMIS. Ft $4275' ALUM. SLIDING CLASS OH LENGTH OVERHANQ 1 OH LENGTH OH OH HEIGHT HEIGHT EQUAL TO 1 OR GREATER SEE NUTS 3 LAM( & LAMI I.G. TABLE 6 1 f1 A NBWDPANDANCHORAWTAULE P.0. 8QX 1528 W are NOKOMIS, FL 34274 Visibly Bever I °°"°" 746 svDrso I lVTS 9 -1 23 IMPACT 8100 -11 1 B TABLE SA. SILL HT. VS POS. DP SILL HEIGHT POS. DESIGN PRESSURE 160 NIA 2 3!4' +60.4 PSF 3 112" +73.3 PSF 4112" +100.0 PSF 5114" +105.0 PSF SEE NOTES 1-3 PRODUCT 11EK9 *90• os empf ft wbb the fUrW i+g Code Aoxf"Isto M o --0 6 PRODUCT REVISED as oom}llytug with die Wedda Building Coda t Aaooptanoo No Miand Dade Pmduat control %111(11!/ V114N MItC NJ. NSE LU Lu:: tali `A •' g�A'c at',. ' 45— /`SSIflN AL ,G ��• t(�� N. LYNN MI ag P.E. P.E.# 68708 HVHZ ANCHORAGE REQUIREMENTS NOTES: 1. APPROVED ANCHOR TYPES: 1) 114" ELCO ULTRACON (FORMERLY TAPCON) 2)1!4" ELCO SSA• CRETE -FLEX 3) #12 STEEL SCREW (G6) 2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1.6, SHTS. 4-9: HEAD & SILL ................ On MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHTS. 4 -9 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL ANCHORS PER PANEL (THE On FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24" MAX. ON CENTER. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS ON SHT. 11. JAMBS & P- HOOKS... 711!16" MAX. FROM BOTTOM AND 24112" MAX, O.C. UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHTS. 4-9. SEE P -HOOK ANCHOR DETAILS ON SHEET 13. F"ANCHORS PER PANEL" ARE THOSE 6" MAX. W INTERLOCK ^gam CLUSTER DET. SHT. 11 ASTRAGAL _ - 6" MAX. AT THE HEAD AND SILL BETWEEN � CENTERLINE CENTERLINE I CLUSTERS OR THOSE BETWEEN A 0 a o 0 0 CLUSTER AND A FRAME JAMB OR P -HOOK. 0 0 0 On MAX, 1 i 0 ® 24" MAX. O.C. INTERIOR 24" I EXAMPLE OXX ANCHORAGE PLAN: C6 *2 HEAD & SILL ANCHORAGE f3 PANEL, 2 -TRACK EXAMPLE SHOWN) _ (20) ANCHORS TOTAL i MAX. L3) PANEL, 48"x 96" DOOR FROM TABLE 4, SHT. 70 #12 WOOD SCREWS IN WOOD SUBSTRATE y w EXTERIOR y OC. INTERIOR (10) JAMB ANCHORS EXAMPLE OX-XO CORNER ANCHORAGE PLAN: (4) PANEL, 48" x 96" DOOR FROM TABLE 4, SHT. 7, #12 WOOD SCREWS IN WOOD SUBSTRATE INTERLOCK CENTERLINE SEE CLUSTER DETAILS, SHT. 11 MIDI. CLUSTER, TYP. 3 J.J. I 10/18111 I B I NO CHANGE THIS SHEET I 0 24" MAX. O.C. rpTECHNOLOGYAf M NOKOMf8, Ft. 34278 IF P.O. BQX 1,629 NOKOMIS, FL 34274 RON .. PIE= ANCHORAGE " CING EXAMPLE P ' v. j .,. ., • • .PRODUCT Ri3VISED as complying wifii the Klorida 130dingCode �* l Alawptwiw N* 1"07Datot9t. IVliami Dado Product Contra x%killifill •G1'NN l jot firrrri '``Z',• ' {•,LNSF�' �. V i 140.587 05 w 911-0 1r�t 1 of vmfs 41 OF FCOFtiC}p'•` N AL 1111111 1110 A. LYNN MILLER, P.E. P.E# 66706 C6+2 & CORNERS = (27) ANCHORS TOTAL AT HEAD AND AT SILL Q SEE CLUSTER 4 co 2 C5 2 C5 4 DETAILS, SHT. 11 x x x x x x x x x x x x 71111$" MAX. x x x x x x x x x �x x it 71111$" MAX. (T) P -HOOK ANCHORS x x FIRST ANCHOR AT BOTTOM x x 0 TO BE PERPENDICULAR TO x 241/2" GLASS. ANCHORS MAX. Q.C. x THEREAFTER ALTERNATE x x 0 PERPENDICULAR AND 241/2" MAX. O.C. PARALLEL TO GLASS. x SEE SHEET 13, P NOOK x x INSTALLATION DETAIL. x 7 91116" MAX. x x x ix x x Ix x x 4 Ix x x 711/18 MAX. x x x x x -- 6" MAX., TYP. x x f x x x x 24" MAX. O.C. 90° CORNER INTERIOR (10) JAMB ANCHORS EXAMPLE OX-XO CORNER ANCHORAGE PLAN: (4) PANEL, 48" x 96" DOOR FROM TABLE 4, SHT. 7, #12 WOOD SCREWS IN WOOD SUBSTRATE INTERLOCK CENTERLINE SEE CLUSTER DETAILS, SHT. 11 MIDI. CLUSTER, TYP. 3 J.J. I 10/18111 I B I NO CHANGE THIS SHEET I 0 24" MAX. O.C. rpTECHNOLOGYAf M NOKOMf8, Ft. 34278 IF P.O. BQX 1,629 NOKOMIS, FL 34274 RON .. PIE= ANCHORAGE " CING EXAMPLE P ' v. j .,. ., • • .PRODUCT Ri3VISED as complying wifii the Klorida 130dingCode �* l Alawptwiw N* 1"07Datot9t. IVliami Dado Product Contra x%killifill •G1'NN l jot firrrri '``Z',• ' {•,LNSF�' �. V i 140.587 05 w 911-0 1r�t 1 of vmfs 41 OF FCOFtiC}p'•` N AL 1111111 1110 A. LYNN MILLER, P.E. P.E# 66706 INT. ASTRAGAL OR - INTERLOCK -+� CENTERLINE If �:-- 1.666 4 ANCHOR CLUSTER 8 ANCHOR CLUSTER ----------------- �STRA(§ AL OR -� INT. r^+— INTERLOCK 6 ANCHOR CL.USTI;R r----- .......— _ –_– ._�....._..»... 3.313 --� I Ytll � . t TT 4A64 1 I I Io I 2529 I_ NT, ° 2.628 1 .0', I ®10 ANCHOR CLUSTER A 10 ANCHOR CLUSTER IAA �3ACb - --------- --- -- - --1 i INTERLOCK `-°`t 1.666 INT. CENTERLINES 3.313 ! ! t i 5.08$ L_.-------------- INTERLOCK CENTERLINE i 4 ANCHOR CLUSTER INT. 1.658 3.313 4.164 4 ANCHOR CLUSTER _i. -t 4 INTERLOCK CENTERLINE I �A fi�At AEUTt - ! INTERLOCK — CENTERLINE .I I a t 1 1 i --- - - - - -- _ INT, 3.313 t t t 2.529; 6 ANCHOR CLUSTER ----------- INT. 2.629 6 ANCHOR CLUSTER 10 ANCHOR CLUSTER ROMf1r. I Oa& -- -- t 1070T'ECHNOLOGYl7RNE J.J. 10/93/11 8 NO CHAmE Tests SHEET NOKOMIS, FL 84271; P O. B X 1629 P.K. 11/ab? A D+WCKEXAM LE LUSTERANDOORNEREXAMPLE CLVBTFRDErML Q n ---z Date; _ -- , 1Ta : NOKOMIS, FL $4274 Visibly Better # I i I ! 1 r t __J t I I 1 I MODUCTRUVISED as omplying with the Florida t Bunding C.thda / Aaeeptmoc No 7 t3 n )at P s �►.: . 11111 68-106 SINM (A 'i fry �� .,`•, ` A. LYNN ry kLkh, �A. 8 REA 06705 1" MIN. 217/32" 13/8" MIN. l" MIN. E.D. TYP. 2x WOOD BUCK TYP., SEE NOTE 3 3/8" MIN. 114" � Ei � T 414" +� MAX. MAX. J SHIM SHIM WOOD ANCHOR TYP., SEE NOTE 2 DETAIL AA, 2 TRACK MME HEAD WOOD, INSTALLATION t • • 3��ia- lit'�41� DETAIL AB, 3 -TRACK FRAME HEAD WOOD INSTALLATION WOOD ANCHOR TYP., SEE NOTE 2 217/32" O.G., TYP. I w « I ED,, I- TYP. DETAIL AE, 2- -TRACK FRAME SILL WOAD INSTALLATION SEE 2 TYP. DETAIL AF, 3 TRACK FRAME SILL WOOD INSTALL MON WOOD ANCHOR TYP., SEE NOTE 2 DETAIL AJ, 4-TRACK FRAME SILL TV. WOOD INSTALLATION A MIN. SEE 114° MAX. SHIM 217132" O.C., TYP. SEE MIN, O N I'VI AAIM C h Y1/b 2.112" MIN. E.Q. TYP. SEE NOTE 1 A A Intl AAtAt r. r% -T-UM 114" j MAX. l SHIM TYP., SEE NOTE 1 DETAIL AD, 3-TRACK FRAME HEAD_ CONCRETE INSTALLATION A CONCRETE ANCHOR TYP., SEE NOTE 1 CENTER ANCHOR STAGGERED ON 3 -TRACK TYP. if SEE NOTES ( /ff-- DETAIL AG, 2-TRACK FRAME SILL CONCRETE INSTALLATION E E 3.4 KSI MIN. CONC. TYP. CONCRETE ANCHOR TYP., SEE NOTE 1 2 17132" Q.C., TYP. / 2 912" MIN. E.D. TYP. DETAIL AK, 4 TRACK FRAME SILL CONCRETE INSTALLATION n 2112" MIN: E.D. TYP. NOTES PERTAINING TO ANCHORAGE DETAILS ON SHM 12 -13: ,A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADS COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 114" ULTRACON (FORMERLY TAPCON) - MIN. 13180 EMBED. OR 114" ELCO SS4 CRETE-FLEX -13/4" MIN. EMBED. 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (GS). 114" ELCO SS4 CRETE -FLEX MAYBE USED INSTEAD OF #12 SCREWS. 3. WOOD BUCKS DEPICTED AS 1xARE LESS THAN 11/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD SUCKS DEPICTED AS 29 ARE 1112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATe OF WOOD BUCKS TO 13E ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ} 4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6083 -T6 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR MRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE #92 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM, IF THESE CRITERIA ARE MET, THE FULL DESIGN PRESSURES USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1 -6, SHTS. 4 -9, FOR ANCHOR TYPE 3 ARE ACCEPTABLE. S -W-B J L- 4STI _GHT— T- O'SUBST£tAT�GROUT•O "THE MATERIAL 4S NOT.REQUIRED -, -IF °USED NON-SHRINK,:NON: METALLIGGROUT.'4%O0 PSI MIN.. (D ONE BY _ ..- OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC 1S REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. Toro rEcrltvoLacrarily ANCHORAGE' DETAILS NO GIMNGF THIS SHEET NOKOMIS, Ft. 942x5 Tmr Sae , ALUM. SLIDING GLASS DC?OR IMPACT 'JD - t;KFRA BtttD cs DEYAIL CE RANCHOR TA serreerKodek 8oata OrAafaBNo. ttet7 lXYAl7 Nt?KUM18, FL 34274 Vis * .Wetter scn7e0 INTS 1 92 a 23 81017 -17 8 kft PROli ucT lirl gv"ja *s CMS wm tsar now4cade 2- aS /6`tsy i� PROI}UC'i' REVISM w *on, nlylus with tine I'lorida Saildiug Ooda Aaceptmteo No 0 a f Q Tdl m de Pr pct Control tllllilt xYNN k1ll Jr,� f. .:: •$c : tso• gg745 cy- PONM- \\ > A. LYNN1M�i�R, P.E. P.E.# 88705 1 3/8" M1 1/4" MAX. SHIP WOOD ANCHOR TYP., SEE NOTE 2, SHT. 12 13/8" Mil 1/4" MAX. SHIP WOOD ANCHOR TYP., SEE NOTE 2, SHT. 12 114" MAX, SHIM CONCRETE ANCHOR TYP., SEE NOTE 1, SHT. 12 2x WOOD 2x WOOD BUCK TYP., BUCK TYP., SEE NOTE 3, SEE NOTE 3, 3L=- SHT. 12 SHT. 12 DETAIL AM, 2-TRACK FRAME JAMB WOOD INSTALLATION 131WMil 114" MAX. SHIE DETAIL AL. 4-TRACK FRAME JAMB J& WOOD INSTALLATION WOOD ANCHOR TYP., SEE NOTE 2. SHT. 12 1/4" MAX. SHIM ?�:.:••' ` MIN. E.D. CONCRETE E •: ANCHOR TYP., '61 SEE ; ' NOTE 1, •�_.:'��: SHT. 12 2112" MIN. E.D. TYR ELCO 1/4" TAPCON (MIN. 1 3/8" EMBEDMENT) OR ELCO 1/4" SS4 CRETE -FLEX (MIN.1 314" EMBEDMENT) ,.�,,•: ; :: 1x WOOD • BUCK TYP., `s *: •'�`�" SEE NOTE 3, •,,,„,� SHT. 12 DETAIL AN, 4-TRACK FRAME JAMB A CONCRETE INSTALLATION 2x WOOD BUCK TYR, SEE NOTE 3, SHT. 12 AETAIL AP. 3- TRACK FRAME JAMB WOOD_ INSTALLATION WOOD FRAMING 1 318" MIN. WOOD ANCHOR, SEE NOTE 2, SHT. 12 ANCHOR QUANTITIES FROM TABLES 1 -8, SHTS. 4.9, ; PERTAIN TO THIS 1318" MIN. ANCHOR LOCATION L- WOOD ANCHOR SEE NOTE 2, SHT. 12 ....> 71111:8".MAX, FROM. _ . CORNER, 24112" MAX. Q.C. (FIRST ANCHOR) DETAIL AR, P•HOOK WOOD INSTALLATION I J.J. I ?01931191 8 I NO CHANGE THIS SHEET I 4407 A 511107' � J.J. 114" MAX. SHIM 1 3 5116" 4 3/16" MIN. O.C. TYPICAL JAMB CLUSTER ELCO 114" TAPCON (MIN.1 318" EMBEDMENT) OR ELCO 114" SS4 CRETE -FLEX (MIN. 1314" EMBEDMENT) MIN. E.D. 1x WOOD BUCK TYP.. SEE NOTE 3. SHT. 12 3.4 KSI MIN. CONC. OR 1.5 KSI CMU, T) DETAIL AQ, 3-TRACK FRAME JAMB CONCRETE INSTALLATION ELCO 114" TAPCON (MIN. 13/6" EMBEDMENT) OR ELCO 114" 884 CRETE -FLEX (MIN. 1 314" EMBEDMENT) CONCRETE ANCHOR, 1x WOOD SEE NOTE 1, SHT. 12 :• .•s :.,.'f`�`�' �•. �;.;;,'•a; + It ANCHOR QUANTITIES FROM . • , I _ • ? : �, "'�; -.; t ;. _�;''. ;a ,• TABLES 1.6, SHT. 4-9. r , •, .. , •'� `' t 's' •° • :. '_• + ' t•,, •• BUCKTYP, LOCATION. 11" MAX. FROM E.D. fiYP. . a :.• f tt , •: • Z; : :; -; ; ;''� �; ' i" ��•� ;t SEE NOTE t::�,•• S SHT. 12 . �.'. •.`. "q•--• DETAIL AO, 2- W K FRAIL ;;p •: 3.4 KSI MIN. CONC. CONCRETE INSTALLA OR 111 KSI CMU, TYP. DETAIL AN, 4-TRACK FRAME JAMB A CONCRETE INSTALLATION 2x WOOD BUCK TYR, SEE NOTE 3, SHT. 12 AETAIL AP. 3- TRACK FRAME JAMB WOOD_ INSTALLATION WOOD FRAMING 1 318" MIN. WOOD ANCHOR, SEE NOTE 2, SHT. 12 ANCHOR QUANTITIES FROM TABLES 1 -8, SHTS. 4.9, ; PERTAIN TO THIS 1318" MIN. ANCHOR LOCATION L- WOOD ANCHOR SEE NOTE 2, SHT. 12 ....> 71111:8".MAX, FROM. _ . CORNER, 24112" MAX. Q.C. (FIRST ANCHOR) DETAIL AR, P•HOOK WOOD INSTALLATION I J.J. I ?01931191 8 I NO CHANGE THIS SHEET I 4407 A 511107' � J.J. 114" MAX. SHIM 1 3 5116" 4 3/16" MIN. O.C. TYPICAL JAMB CLUSTER ELCO 114" TAPCON (MIN.1 318" EMBEDMENT) OR ELCO 114" SS4 CRETE -FLEX (MIN. 1314" EMBEDMENT) MIN. E.D. 1x WOOD BUCK TYP.. SEE NOTE 3. SHT. 12 3.4 KSI MIN. CONC. OR 1.5 KSI CMU, T) DETAIL AQ, 3-TRACK FRAME JAMB CONCRETE INSTALLATION ELCO 114" TAPCON (MIN. 13/6" EMBEDMENT) OR ELCO 114" 884 CRETE -FLEX (MIN. 1 314" EMBEDMENT) CONCRETE ANCHOR, «; +''• i �•« •' :•• en� u `' $ : :.� SEE NOTE 1, SHT. 12 :• .•s :.,.'f`�`�' �•. �;.;;,'•a; + It ANCHOR QUANTITIES FROM . • , I _ • ? : �, "'�; -.; t ;. _�;''. ;a ,• TABLES 1.6, SHT. 4-9. r , •, .. , •'� `' t 's' •° • :. '_• + ' t•,, PERTAIN TO THIS ANCHOR 2112" MIN.. ;,,,;�: r -" ;,_; ;;;•`�.;,•'. �" }s:tj LOCATION. 11" MAX. FROM E.D. fiYP. . a :.• f tt , •: • Z; : :; -; ; ;''� �; ' CORNER, 24 112" MAX. O.C. ;t 19 TECHNOLOGYORII/E NOKOMIS, FL 34275 P.O.0QX 4629 IVOKOMIB, FL 34274 3.4 KSI MIN. CONC. "- -a° --'`� -�`" L- CONCRETE ANCHOR SEE NOTE 1. SNT.12 7 91118" MAX. FROM . CORNER, 2a 112" MAX: ° ., O.C. (FIRST ANCHOR) ` !t, * �_ ALUM. SLIDING GLASS Visibly Better _S_G'" °" v7ao NiS 93 a 23 8100 -11 ( 8 PRODUCT RUVISED as complying wits; the Florida Building Code Accel No W ", ado Product Control 111111 N0 '. 4Y . • All r o •'���tas� '••F'I' 56105 IDtC1 Fd S OF Cah F A. LYNI�!'JiyLt1ER, P.E. P.E.# 69705 DETAIL'S', SHT. 18--\.,, �DETAIL'C', SHT. 18 NOTES: / e-% A AIL W, SHT. 18 DETAIL 'U, SHT. 18 DETAIL'E', SHT, 16 1917!16" MAX. WIDTH PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE !i'ft I 1 IMI IP, DETAIL'B', SHT. 18 DETAIL'G', SHT. 19 52 3132" MAX. DLO TYP. PANEL PANEL PANEL TYPE TYPE TYPE TV 'L' we 1 SEE NOTE 2 r.CA r iui a MAIL'C', SHT. 18 DETAIL W, SHT. 19 DETAIL'.', SHT. 16 PANEL TYPE IF 1065m MAX. DLO TYP. DETAII 41v , SHT -1 OXXXp (3 TRACK RIGHT POCKET) 1. SEE SHEET 16 FOR INDIVIDUAL PANEL CONFIGURATIONS, MAX. NOMINAL PANEL WIDTH 60 ". SHTS.16 -20 FOR SECTION DETAILS AND SHTS. 4 -13 FOR ANCHORAGE DETAILS. 2. REINFORCEMENT LOCATIONS: REINFORCEMENTS ARE REQUIRED IN THE EXTERIOR INTERLOCKS OF DOORS. SEE SECTION DETAIL C, SHT. 18. 3. DLO WIDTH = NOM. PANEL WIDTH - 7 29/32" DLO HEIGHT = DOOR HEIGHT - 3 318" 4. (1) LOCK (ITEMS 154 -161) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 170) AT FRAME JAMB OR ASTRAGAL DETAIL'E', SHT. 18 AF 1 DETAIL'D', SHT. 18 "P�AN�EL PANEL ^ TYPE SEE NOTE 4 SEE NOTE 2 --*" VIDETAIL'P, SHT. 16 )(X -)(X (2 TRACK' OUTSIDE CORNIER) A SE DETAIL IV, SHT. 19 P t > �t k`11 ` t -�DETAIL'L', SHT. 19. DETAIL 'W, SHT. 19 DETAIL'O'. SHT.17 BHT. 17- WoTECIINOLOOYDRIVr: EXAMPLE ELEVATIONSICONICIGURAT11 NO CHANGE rHIS SHEET NOKOMIS, FL 84278 m 7 Dk7tVANREDCONFtG INCLUDW000RNERDOOREMMPM CONDENSE ..�. ALUM. SLIDING GLASS Dti ®R, IMPACT 7TE818A4. REWSEWW CO ! EW.APPU 0AB1Lffr. P.O. BQX 1628 a�7 NoxoMIs. FL s4274 Visibly Better 88 GD78v NTS s 9�4 -,23 � 8100 -11 DETAIL'M', SHT. 19 -- SEE NOTE 2 DETAIL 'Q', SHT 20 SEE NOTE 2 HORIZONTAL SECTION A A PRODi3C'F RRV1SM- as cwrnptylug with the Florida I3nitdln� Code �p Acceptance No 440 �✓. �'�s is�cpin�Ate ,�/�0►, Miami OMO Praduat Control ltltttt YNN No. 58705 dlb 1K .�: STA E OF fiL0R%1DN-- A`���� SIONnk— B A. LYp EX 68 106 A.E. PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE I SEE NOTE 4' NOTE 2. — DETAIL 7, XXXX (4 TRACK BY-PASS) BHT. 17- WoTECIINOLOOYDRIVr: EXAMPLE ELEVATIONSICONICIGURAT11 NO CHANGE rHIS SHEET NOKOMIS, FL 84278 m 7 Dk7tVANREDCONFtG INCLUDW000RNERDOOREMMPM CONDENSE ..�. ALUM. SLIDING GLASS Dti ®R, IMPACT 7TE818A4. REWSEWW CO ! EW.APPU 0AB1Lffr. P.O. BQX 1628 a�7 NoxoMIs. FL s4274 Visibly Better 88 GD78v NTS s 9�4 -,23 � 8100 -11 DETAIL'M', SHT. 19 -- SEE NOTE 2 DETAIL 'Q', SHT 20 SEE NOTE 2 HORIZONTAL SECTION A A PRODi3C'F RRV1SM- as cwrnptylug with the Florida I3nitdln� Code �p Acceptance No 440 �✓. �'�s is�cpin�Ate ,�/�0►, Miami OMO Praduat Control ltltttt YNN No. 58705 dlb 1K .�: STA E OF fiL0R%1DN-- A`���� SIONnk— B A. LYp EX 68 106 A.E. NOTE: 1. MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS EQUALS 6a° 4 INTERIOR (ALL PANEL TYPES) lu EXTERIOR PRODUCT RIMSED "oomf" ' with the y(orida Huildla$ Codo Acceptatico No Hxp Mt ade Pro uce (;ottlrot 1111111 ��`���GElysfi �... N0458705 :�a•' STATE OF A. LYNN VI&AR, P.E. f'AA 68705 106 Or DETAIL'E' MAX, OW - -J. I _ - -1011,91111 8 1 NOCHAII GZTHIS SHE+Er r I veto. I afM CORREtJ IMMSNUM8EASTOMATCHPART3M. F) (DETAIL U aEXTERIOR INTERIOR (ALL VERT. SECTIONS) FdTECHNOLOQYVRIVE VERTICAL SECTION DETAILS tJt?KOMlS. FL 94276 �' P.O. L$4 �- ALUM. SLIDING GLASS l�C?OR, LMPACT NOKOMIS, FL 9�127�4 Vfs1b& Better � 81 c arRwrnartw Rer, s ©a78ct ii2X 8104 -91 B PRODUCT Ri3VISED on complying with the Florida Building Cod* Accentmtce No S1-1142'71 1{11!11!! LYNJV 4f"111�i l 1 � �'C���'' titGENS�c' • IF.p No.56705 w � 10 &14 " 0 s3A E OF ORIO s`s70NAL 0 X LYNN1iN1LLER P.E, A.E.# 138705 I 0 O A DETAIL 'O` TYP. 116 110,x16}: Defe. Revlebnr 9070 TECHNOLOGYDRIVE i 10113111 NO CHAN43E THiS SHEET NOKOMIS, FL 34278 ROVWBr. I4Wqf0, Re bns LD DE TA NtIM@BR8 iQ MATQHPARTSLIST: A.O. B X 9b2& RIG 11AY07 A . A000E ULTS Q 8 P, 4•aRACKHEAt7 SILL. CW. ALTERM06TOSILL OPT. Q ara"or. Gate: 1(74MOVY4 Dale NOKOMIS, Ft 34274 Visibly Better EXTERIOR INTERIOR (ALL VERT. SECTIONS) 1M /:1 Em A 119 .838" I RISER j 2314" SILL HEIGHT 3.630" RISER 41/2" SILL HEIGHT 4.409" RISER 5 IN' SILL HEIGHT 2a ,L as complying with the tttorldu Building Coda A..nn..4 -Ain I I., i n Ii . r, 3" - L �lliilll HT ` � 0 1 LYNN No. 68706 SILL RISERS OPTIONS 14 -� VERTICAL SECT. DETAILS & SILL RISERS Uf'T. ���'�`�•'talz�oA..''' ��': ALUM. SLIDING .GLASS DQOR, IMPACT a«t W4dA* saw: t Wift o. Rer. A. LYNN MILLER, P.E. 8OD780 112X 1 17 a 23 8100 -11 B P.E. #68708 NOTE: 12" LG.'O' PANEL BRKT. LOCATED AT TOP & BOTTOM OF FIXED PANEL {� ti REM Mw- 0 I�S� l (ALL HORIZ° SECTIONS) \7 EXTERIOR ITEM 148 NOTE: TABLES 3 AND 8, SHEETS 8 AND 8 REINFORCEMENT REQUIRED O. M 148 1 ,IN THE EXTERIOR INTERLOCK OF DOORS REQUIRING REINFORCEMENT DETAIL ' '(REINFORCED) •�. •.�: ..a.o: newsrons: - _ 1070 TECHNOLOGFYOli'IVB .l.J, �U1i3 /i9 B NOCHE4WETHISSHEET NOKOMIS, FL 34276 L1 0RREOr ITSMSNUMBER6ToMfirCHPARraUa*r. i .O.O x 1628 AF.K,Y If/";, A 07LC OERNINQREtNIOftCEMENT. � m.. NOKOMIS, FL 34274 AL SECTION DETAILS ALUM. SLIDING GLASS VLstbly Decxer °�""°°°�F °� ° �` "° �tl' SovyaO 112X 18 a 23 8100 -11 B PRODUCT R13VISED orida as comply Bu7diog Code Acceptance Nv. /� iac lion eats Y. MiatnI a Product Contra 111dtilt LYNN •'�i eNsi• ° No. 58705 w p sTAT i�titt 1111W A. LYNN MILLER, P.E. P.E.# 68705 5 4 D FTA 11 DETAIL 'H' A DETAIL ' ' (NOT REINFORCED) B No CNANQErH�ssHEEr 1070 TECHNOLOGYORIVS HORIZONTAL SECTION DEMILS 11fOKOMIS. FL 34278 � cOR90rr iMWSNUMBERSTOMAroffPARmIIsr. ALUM. SLIDING GLASS DOOR, IMPACT A AD LS L 8 N 4• C O&rAtLS A UNREWFORCEO DETAIL M INTER . F'd IiQX 1528 � R 8Y t)ete: NOKOMi3, FL 342, Vfsdbly Better i� xxrxwvr edwoo 1/2X 19 e, 23 8100 - -11 8 3 PRODUCT RBVrasi7 as oomplying with the Florida Building Code Amptatiae N,4011--1121 .12 Lax Dat ,� Miami Dude Produd C untro 1!111(/ LYNN `� •.r , N ©.55705 ?a • ST A E OF SSIQNAk, A. LYNhIiJnLLW P.E. P.E.# 68705 DETAIL-'Q' (OUTSIDE CORNER, 2-TRACK SHOWN) I 4-J. 1 101131111 8 I NO CHANGE 7'ift8 8HEET 1 $/1/0? '0 =HNOLODYDRiVS NOKOMIS, FL 34275 P.O. sqx 1528 NOKOWS, fL 34274 •1 r vast y $alter ` /2X 2 sGD780 (J 23 8100 -11 8 tttttt � : Ito. 58zoS STA`S O A. tYCtn�n�ft'tl, �.�. P.E.# 88705 .506 --�-( (-•- 9 .100 INTERLOCK TRIM COVER (68) MAT'L:6063-W6 DWG NO. 8156 .857 .850 .045 7/16" QG HEAD (28) MAM 6063 -TS DWG NO. 8023A 4. ...= .713 40.45 .306 .717 FRAME SCREW COVER {18) MA'1''L: 6063 T6 DWG NO. 8136 .782 .850 .045 9/16" OG BEAD (30) MAM 6003 -T6 9 DWG NO. 8145 3. .713 13a .293 .847 SILL MOUNT! Q STRIP (120) MArL: 6063 48 DWG NO. 8183 .128 .782 .050 `912 .050 .850 n(116) A DWG NO. 8138 DWG NO. 6140 1 1/'f6% 10 OG BEAD W16" $Q BEAD (32) MArL: 60631'5 ,9 DWG NO. 8146 (40) MAT1.: 606346 DWG NO. 8148 .062 .713 .062 .713 2.62s Lr] LF] 1.878 77 _8, §ILL= USER- 4•.1/?�!!, . SILK.. RISE R » ,z -:.- .3112. r (11 g) MAT'L: 6063 T6 MA'I Ll 6063 -T6 (117) MAT'L: e06346 DWG NO. 8182 {118} DWG NO. 8137 DWG NO. 8138 1 .1..►. 1 70!98/111 8 I NO CHANOS MIS SHEET I 1070TECNNOLOGYDRW NOKONN, FL 34275 P.O. 130.x1620 NOKOMIS, FL $4274 .7 L-1 .4442 .065 .045 INTERIOR BEAD (26) MAT'L: 6063 -T6 DWQ NO. 8022 .290 -' r-_ 1, go .040 .912 11/16" IQ SO HEAD (42) MAM 606346 DWG NO. 8149 .062 .713 LL R13GR= 2 314"' MATT.: 6083 -T6 (1 15) MAT'L.: 6063 -T6 n(116) A DWG NO. 8138 DWG NO. 6140 EXTRUSIONS ALUM. SLIDING CLASS Better laaw. "" • 12BY. SGD780 112x 22 of 23 8100 -11 1 B �_ mtjCT krLfrarwca i�! "awe# wftb jk a NoWbaCWe A�reree Na je W-41 z!) PRODUCt REVISOR as emptying with the Flmida Suildlos Cade Atcaptaace No • .14 QX Ior1 0?dyz I e Product Control tttrrl V,' ``�� ON.( LYNI� �,� , l ' No. 58705 '• to p '' STAT OF tw 0NALiit A. LYN P.B. PAI 58700 4.741 2.000 .074 I PANEL STILE (1) MAT-L-. 608378 VWG NO. 8012 i ---I 1.947 �--- 1.081 LOCKSTILE ADAPTER 2 j MAT'L:6063 -T6 DWG NO. 8104 .128 .583 1.793 ACKER PLATE (15) MATU 6063 -76 DWG NO. 8105 1,838 9.002 TALL BOTTOM RAIL - 9" (12) MAT'L:6063 -T6 DWG NO. 80138 2.380 r-- 2.701 .109 DOUBLE. INTERLOCK (14) MAT'L: 6063 -T6 DWG NO. 8101 2,026 2.380 �-- 2,324 .101 Z380 INTERLOCK ADAPTER (4) MAT'L 06 TS DWG NO. 8102 .090 420 --�-I 2.442 I P-HOOK 4.968 .125 (104) MATT: 6063 T6 DWG N0.8108 �.M&GAL (28) MAIL: 808376 DWG NO. 8107 P-HOOK MOUNT 1,000 (108) MAT'L:6063.78 DWO NO. 8109 1.793 D48 .693 2.099 .128 .241 5.800 .110 7.205 � I 1.938 (I1) MAT'L: 6063 -T6 DWG NO. 8094A b1.938 - 1.172 .078 SNAP RAIL ADAPTER (13) MAT"L: 6063 -T6; DWG NO. 8103A .V 1.300 1.845 .090 "a PANEL BRACKET {143} DUNG NO. also .374 9.801 ��-* 3.063 INTERLOCK REINFORCEMENT {148} MAM 6105iT5 DWG NO. 8192 2.836 2.424 .084 CORNER LOCK ASTRAGAL {81 } DWG NO.8110 /� MATT., 6063-76 A 4-TRACK JAMB (100) DWG No 8132 1.1 44 9.084 IS 1.084 X90 6.085 .0 2-TRACK JAMB (102) MAIL: 8083 -T6 DWG NO. 8134 3-TRACK JAMB (101) MAT'L: 606346 DWO NO. 8133 .140 -L 1.455 !j!-,TRACK SINGLE HEAD MAT'L: 6063 T6 L090 {111) DWG NO. 8121A 1.498 .92+ 11.853 4 TRACK SILL A86EMSLY (106) MAIL: 8083 T8 DWG NO. 8120 .090 2.723 1.4955 .094 2.835 .926 .312 9.323 - j MID SILL CO ER CORNER HACK -UP PLATE 3-TRACK SILL {109) MAT'L: 606378 MAT'L: 6063 TO //�� CORN ECEIVER ASTRAGAL {107) MAM 6063 T6 DWG NO. 6115 (62) Dyw NO.8112 LH� (6fl) MAT'L: 606378 DWG NO. 8116 .090 DWG NO. 8111 .090 2.781 1.521 L 1.495 .828 1.816.Q82 .896 1.408 2-TRACK SILK. I EXT SILL COVER WISCREEN IN7 EXT BILL COVER F 2 TRACK SINGLE HEAD {108) MAT'L: 6063 -T6 /� {121) MAT'L: 6063 -T6 (I 10) MAT'L: 8063 T8 MAT'L: 8i?83T6 DWQ•NO.8118 tail, DWG N0.8119 DWG N0.8117 (193} DWG NO. 8127A L.- J..1 1 10/13/111 A-L NO CHANGE THIS SHEET r0 TECHNOLOGYDRIVE NOKOWS. FL 94276 P.O 13QX 1529 NOMM19 rL 34274 L .090 1.446 2 TRACK SINGLE HEAD W/ SCREEN 1.405 (120) MAT'L: 8063 TS DWG NO. 8128A r- .090 8.618 ---- -- -3TRACK SINGLE HEAD (112) MAM 6063 -T6 DWO NO. 8124A EXTRUSIONS ALUM. SLIDING GLASS DOOR IMPACT Visib& Better °'� e910: w,"o os„aeny rB SQD780 114X 23 � 28 8900 -99 (103) MAT'L :6063 -T6 DWG NO. 8135 1.084 63 tODUCT REVISED complying with the Florida Biding Coda t� ,ceatmtce No L, %M1111 ILYNN *I/ V •. � f ' No. 58705 cc -gyp ST)v OF A. LYNN MI R, p,E. P.E.# 68705