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RC-15-1039 (3) " Ai �.r�'�'�:.. 3 • goo* •i•• *60000 O I � .. : .. , . .. . ..., O 23 � � f V a Z7 fy • cn m �. (PI w .. ... ........ .... ....•...... .. cn . m p • • ♦ ..•.•� ' • • r Z 'q — •• i 2 . y..;.. . ... < 0 .......... ... ..... . ............. `` mr _ r : m; r igi ' ��4 022015 < r 79- 3 � r j f 013 (k TX i w "M GE vil Wt'f VA 41 t., py LAN,�,� 11-dward A. RsF RE� ,Tai L(34)81 3- 938 CONSULTING ENG •:< O R NA ,�� r . . .. :... �. r Lul : . A IV ...... ........ y.. r. ' ' • •:. O, ...... ..... ; 'l} s ( M, .. ... . ..... .. : vf Z - Z Aj Xp- at �.� z:o Av - c ( = 2 Cho P.E. #038398 E d wo rd A. �.w® 1ANDERSF P1 (305)823-3938 - CONSULTING ENGINEERS �� .. a.. .... ........ t -fed"f„ `�``y a;ygf�j .. :. :.. ...i L v/' ... ... v.. C to . ... . .. _ .. .... ...... .v . .:... . . '.::. l''`am .,,. ,.:..•. A lC Com.. '•••••• r••• ••�•••; .i ... ... .. .. .. .... .. .. .. / • . .:. :.. .... ....... ............... ..: ... -, . ,- tk c � � f P.E. #038398 6 1 d wa rd A. 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EP 0B 2015 , :tai fin} IBY: .. .. .... ... .... ...... . ..... ............ • 0 0:4, *goes* .. ................... . ....... .. ........ • .... .... ..... ......... ............. .. ........ .. ..... ........ ................ .............. ... . ........ ............. .... • ores Viq Miami Shores III ge AD.RROWED -BY DAT.E. '0* IIING DEPT 7 N BI DG DEPT T TO C ;IM, I C COMPLIANCE WITH ALL FEDERAL ''I M\)')(-,n()NTY ntll FS AND REGULATIONS P.E. #038398 P 11 LIU 1dward A. BIANDERS, Me (305)823-3938 jp CONSULTING ENGINEERS ' Y • 6666 6666•• 600.00 00•0 •4000• jam" • • • • 0000 0000 00.00 0 0 i <. _ ;•• -0 lsiool . . . .0000. ..._ . .• of ... 2 \ I t P.E.#038398 Edward A. LANDERS, REE (345)823-3938 CONSULTING ENGINEERS MECAWind Version 2 . 1 . 0 . 6 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2014 www.mecaenterprises.com Date 12/14/2014 Project No. 1413769-01 Company Name Edward A. Landers, P.E. Designed By Edward A. landers, P.E. Address 7850 NW 146th Street Description Wind Pressures City Miami Lakes Customer Name 333 NE 92nd Street State Florida Proj Location Miami Shores, Florida File Location: C:\Program Files (x86)\MECAWind\Default.wnd a 3-L- 2 ----2 - - Roof not ' show-n ; 5 2; 1 1 ; 2 5 4 4 i5 5, a 3T,-- 2 - ---2 1 3 tiS alis Gable Roof 0< = 7 a 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" = 3.3 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf -------------------------------------------------------------------------- DOOR A 3.00 7.00 21.0 5 0.85 -1.16 34.92 -45.40 DOOR B 9.00 7.00 63.0 5 0.77 -1.01 32.34 -40.25 TRANSOM 6.00 2.00 12.0 5 0.89 -1.23 36.23 -48.02 TRANSOM 3.00 2.00 6.0 5 0.90 -1.26 36.66 -48.88 DOOR C 6.00 7.00 42.0 5 0.80 -1.06 33.29 -42.15 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc: .00256*V^2*Khcc*Kht*Kd = 33. 94 psf .• .•• . • • . • •• .. .•• •• • • . .• • ... ••. . . . . . . . . • • • • . .• . . • • • . •. • • • •. •. . . • . . .•. • . • •.• . ... . • . . .•. . . �(' I MECAWind Version 2 . 1 . 0 . 6 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2014 www.mecaenterprises.com Date 12/14/2014 Project No. 1413769-01 Company Name Edward A. Landers, P.E. Designed By Edward A. Landers, P.E. Address 7850 NW 146th Street Description Wind Pressures City Miami Lakes Customer Name 333 NE 92nd Street State Florida Proj Location Miami Shores, Florida File Location: C:\Program Files (x86)\MECAWind\Default.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 = 0.25 : 12 Slope of Roof(Theta) = 1.20 Deg Ht: Mean Roof Ht = 10.75 ft Type of Roof = Gabled RHt: Ridge Ht = 11.50 ft Eht: Eave Height = 10.00 ft OH: Roof Overhang at Eave= .00 ft Roof Area = 664 .00 ft^ 2 Bldg Length Along Ridge = 33.00 ft Bldg Width Across Ridge= 33.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l 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. 93 Gust2: 0. 925* ( (1+1.7*lzm*3.4*Q) / (1+1.7*3.4*lzm) ) = 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl 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 = 3.55 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.dq.jot inclucle.effpct of internal pressure MWFRS-Wall Pressures fo=•Wind:N"av*ma41:to.:31*.ft wall L/B ..0 ..0 •.: �.� : : ..� = 1.00 ph: Net Pressure at top of wall (windward + leeward) = 38.70 psf p0: Net Pressure at bottom wall (windward+ leeward) = 38.70 psf . . . . . . . . ps: Side wall pressui'g.acting i=nitoxm -)%gu:ward = .54 * ph = 20. 90 psf pl: Leeward wall pre,-"Jre;actirjq Qp'lfor%Jy•ptztward = .38 * ph= 14 .71 psf pwh: Windward wall pressure acting uniformly outward = ph-pl = 23.99 psf pw0: Windward wall pressure acting uniformly outward = p0-pl = 23. 99 psf ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . MWFRS-Wall Pressures for Wind Normal to 33 ft wall L/B = 1.00 ph: Net Pressure at top of wall (windward + leeward) = 38.70 psf p0: Net Pressure at bottom of wall (windward + leeward) = 38.70 psf ps: Side wall pressure acting uniformly outward = .54 * ph = 20.90 psf pl: Leeward wall pressure acting uniformly outward = .38 * ph= 14.71 psf pwh: Windward wall pressure acting uniformly outward = ph-pl = 23. 99 psf pw0: Windward wall pressure acting uniformly outward = p0-pl = 23.99 psf See Fig 27.6-2 for Parapet wind Roof Pressures pressures See Table 27.6-2 Mean roof ht- Ph Wind Wall Pressures —� g See Table 27.6.1 h Plan Po Elevation Net Wind Pressures on Roof (Table 27.6-2) : Exposure Adjustment Factor = 1.000 Zone Load Casel Load Case2 psf Psf ---- ---------- ---------- 1 .00 .00 2 .00 .00 3 -36.05 .00 4 -32.18 .00 5 -26.37 .00 Note: A value of 10' indicates that the zone/Load case is not applicable. .. ... . . . . . .. l DWiwd ', • • • • • • • • -. • •• .• • • • • • • •. •• • • • •• •• ti Gabled Roof .. ... . . . . . .. • ••• ••• • • • • •• •• • • • • • ••• • • • ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Miami shor Village SNoRFes s` • Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 ��rft m0 Fax: (305) 756.8972 Date: .5:-5 1` Permit No: Structural Critique — Syed Ash,f vveV,�) J1 ` Com.,. car s�i- -W' �� C' `Zr: j U • �� , h tv - _ P Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new'"revised sheets and include one set of voided sheets in the re-submittal drawings. �..rr Rick Scott Mission: j ♦a^ Governor To protect,promote&improve the health I 1 1 of all people in Florida through integrated state,county&community efforts. o ri d John H.Armstrong,MD,FACS HEALTHState Surgeon General&Secretary Vision:To be the Healthiest State in the Nation June 22, 2015 Mark Campbell 373 NE 92 Street Miami, FL 33138 RE: Modification to a Single Family Residence - No Bedroom Addition Application Document Number: API 193102 Centrax Permit Number: 13-SC-1612955 333 NE 92 Street Miami, FL 33136 Lot: 1516 Block: 47 Subdivision: Dear Applicant, This will acknowledge receipt of a floor plan and site plan on 06/17/2015 for the use of the existing onsite sewage treatment and disposal system located on the above referenced property. This project entails the proposed addition of 598 square feet for a family room to an existing 4 bedrooms SFR (3111 Square feet). No objection letter issued by Paul Levelt Andre on June 22, 2015. This office has reviewed and verified the floor plan and site plan you submitted, for the proposed remodeling addition or modification to your single-family home. Based on the information you provided, the Health Department concludes that the proposed remodeling addition or modification is not adding a bedroom and that it does not appear to cover any part of the existing system or encroach on the required setback or unobstructed area. No existing system inspection or evaluation and assessment, or modification, replacement, or upgrade authorization is required. Because an inspection or evaluation of the existing septic system was not conducted, the Department cannot attest to the existing system's current condition, size, or adequacy to serve the proposed use. You may request a voluntary inspection and assessment of your system from a licensed septic tank contractor or plumber, or a person certified under section 381.0101, Florida Statutes. If you have any questions, please call our office at (305) 623-3 Sinc rely, Paul L ve ndre, P.E. Profess'onal Engineer Supervisor I Departm nt of Health in Dade County Florida Department of Health www.floridahealth.gov in Dade County• •,Florida TWITTER:HealthyFLA PHONE: (305)623-3500 FACEBOOK:FLDepartmentofHealth YOUTUBE:fldoh FA� MIAMI-n MIAMI-DADE COUNTY '® PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Tamko Building Products,Inc. .0000- . . .060 ...... 220 West 4"'Street • Joplin,MO 64801 • SCOPE: .... This NOA is being issued under the applicable rules and regulations governing the use•vfconstraoti.on• ..... materials. The documentation submitted has been reviewed and accepted by Miami-1?*t9Count3:VR; •• ••• Product Control Section to be used in Miami Dade County and other areas where allowed by the' " •••••• Authority Having Jurisdiction(AHJ). 0 • • ...... This NOA shall not be valid after the expiration date stated below. The Miadri-I0de Codr►ty 0 • Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Wde:': • County) reserve the right to have this product or material tested for quality assurance purposes. urposes ff • this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: : TAMKO Modified Bitumen Roof System Over Concrete Decks. 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 NOA No. 11-0601.09 and consists of pages 1 through 16. The submitted documentation was reviewed by Jorge L.Acebo. NOA No.: 12-0619.11 MIAMMADE COUNTY Expiration Date: 10/23/16 Approval Date: 09/27/12 Page 1 of ROOFING SYSTEM APPROVAL Category Roofing Sub-Category: Modified Bitumen Material: SBS Deck Type: Concrete .... Maximum Design Pressure: -622.5 psf •••• •••••• ...... .... ...... TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APY (CANT: • ...... TABLE 1 •••• .... • .... .... ..... Test P�'b't>dtAr: •• ••••• Product Dimensions Specification . .. ...... Descr*i li.on- • Awaplan 170 FR Roll weight: 98 ASTM D 6164 A 180 g/m2 polyester reLforcad SBS ....:. lbs.; 33' 11"x 39 Type I modified bitumerCmepv(rare s2aced • 3/8" with granules and tteateti for •• :•: • additional fire resistance. Applied in hot asphalt or cold adhesive. Awaplan 170TM Roll weight: 98 ASTM D 6164 A 180 g/m2 polyester reinforced SBS lbs.; 33' 11"x 39 Type I modified bitumen membrane surfaced 3/8" with granules. Applied in hot asphalt or cold adhesive. Awaplan Premium FRTM Roll weight: 101 ASTM D 6164 A 250 g/m2 polyester reinforced SBS lbs.; 33' 11"x 39 Typell modified bitumen membrane surfaced 3/8" with granules. Applied by hot asphalt and also used as a walkway material. Awaplan PremiumTM Roll weight: 101 ASTM D 6164 A 250 g/m2 polyester reinforced SBS lbs.; 33' 11"x Type II modified bitumen membrane surfaced 393/8" with granules. Applied in hot asphalt or cold adhesive,and also used as a walkway material. Awaplan Versa-Smooth Roll weight: 100 ASTM D 6164 A 180 g/m2 polyester reinforced SBS lbs. 33' 11"x Type I modified bitumen membrane. Applied 393/8" in hot asphalt,by torch,or mechanically fastened,as a base ply in 2 ply modified systems. Awaplan Versa-Flex Roll weight: 76 ASTM D 6164 A 190 g/m2 nonwoven polyester lbs.; Type I reinforced SBS modified bitumen 33' 11"x 39-3/8" membrane. Applied in hot asphalt,as a base ply in 2 ply-modified systems. Base-N-Ply® Roll weight: 72 ASTM D 4601 Type Il asphalt impregnated and lbs.; 108'x 36" Type II coated glass fiber base sheet for use in conventional and modified bitumen built-up roofing. NOA No.: 12-0619.11 MIAMI-DARE COUNTY Expiration Date: 10/23/16 Approval Date: 09/27/12 Page 2 of 16 Test Product Product Dimensions Specification Description Glass-BaseTM Roll weight: 72 ASTM D 4601 Type II asphalt impregnated and lbs.; 108'x 36"; Type II coated glass fiber base sheet for use in conventional and modified bitumen built-up roofing. Tam-CapTM Roll weight: 83 ASTM D 3909 Asphalt impregnated and coated,' "• •••••• lbs.; 36'x 36" surfaced with mine*Wl rznules used as •• the top ply in cometitivnal built t; .• ....:. roof membranes. •••••• ...... Tam-Glass PremiumTM Roll weight: 53 ASTM D 2178 Type VI asphalt inlpwg4ted gfZZ t ••••• lbs.; 180'x 36" Type VI for use in convential eed modified • bitumen built-up reefing. •• ...... Tam-Ply IVTM Roll weight:44 ASTM D 2178 Type IV asphalt irppregljated glass felt •• lbs.; 180'x 36" Type IV for use in conventional and m0fi8t1• • bitumen built-up roping • ••• :••••• Type 43 Base Sheet Roll weight: 85 ASTM D 2626 An organic felt reinforced asphalt base lbs.; 72'x 36" sheet. Applied in hot asphalt or mechanically fastened. Vapor-ChanTM Roll weight: 86 ASTM D 4897 Heavy-duty fiberglass base sheet lbs.; 36'x 36" Type II impregnated and coated on both sides with asphalt with or without a fine mineral stabilizer. Surfaced on the bottom side with coarse mineral granules embedded in hot asphaltic coating. Versa-BaseTM Roll weight: 94 ASTM D 6163 Asphalt impregnated and coated glass lbs.; 54'x 36" Type I fiber base sheet for use in conventional and modified bitumen built-up roofing. Tam-Pro Fibered 5 gallon ASTM D 1227, Protective coating. Emulsion Coating type II Tam-Pro Quick Dry 5 gallon ASTM D 41 Asphalt based primer Primer Tam-Pro FR Fibered 5 gallons ASTM D2824, Flame retardant protective coating Aluminum Coating type III NOA No.: 12-0619.11 MIAMMADE COUNTY Expiration Date: 10/23/16 �UUMOTJPJ Approval Date: 09/27/12 Page 3 of 16 APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer (With Current NOA) ACFoam I1 Polyisocyanurate foam insulation Atlas Energy Prpdrie% ACFoam Composite Polyisocyanurate/gypsum insulation Atlas energy Pmduel .' • High Density Wood Fiberboard Wood fiber insulation board ...Laneric , •YY• •YYYYY Perlite Insulation Perlite insulation board •..jQ neric•Y• • Dens-Deck Gypsum insulation board •( soma-Paafic 0 '•""• ENRGY 3,PSI-25 Polyisocyanurate foam insulation JoPd'9M:nville Cotp. • Y • " • • YYYYY• ENRGY 3 Composite Polyisocyanurate/perlite insulation Joins PIVvillaMp. :6000: Fesco Board,Retro-Fit Board Expanded mineral fiber Johns Manville Cp1p; Structodek, Structodek FS Wood fiber board Masonitec H-Shield Polyisocuanurate foam insulation Hunter Panels H-Shield-WF Wood fiber/Isocyanurate Composite Hunter Panels Insulation APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Dekfast Fasteners#14 Insulation fastener for wood, Construction Fasteners &#15 steel and concrete decks Inc. 2. Dekfast Hex Plate Galvalume hex stress plate. 2 7/8"x Construction Fasteners 3 1/4" Inc. 3. #14&#15 Roofgrip Insulation fastener for wood, OMG. Fasteners steel and concrete decks. 4. Metal Plate Galvalume stress plate. 3"round OMG. 3"square 5. OMG Fastener#14 Insulation fastener OMG. 6. OMG G-2 3.5" round galvalume AZ55 3.5" round OMG. steel plate 7. OMG Standard Galvalume AZ50 steel plate 3" round OMG. 8. #14 HD Insul-Fixx Insulation fastener for wood, SFS Intec. Fastener steel and concrete decks 9. Insul-Fixx S Plate Galvalume AZ50 steel plate 3" round SFS Intec. 10. Tru-Fast HD Insulation fastener for wood, The Tru-Fast Corp. steel and concrete decks NOA No.: 12-0619.11 MOR!nADE C 0 U Expiration Date: 10/23/16 "'• ' Approval Date: 09/27/12 Page 4 of 16 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 11. Tru-Fast Plates 3" round galvalume AZ55 3" round The Tru-Fast Corp. 00 00 steel plate , . . . 00.0 06.9.0 6 9 , 09 66. 96 0 - 00000 0000.. 0000.. EVIDENCE SUBMITTED: •••••• 0000 0000 . . - - .... Test A>:ency/Identifier Name Report •••�•• D�{e � *""0:0��•�600 060--. . . 9. .9 .. ...9.. Underwriters Laboratories,Inc. UL 790 R3225 .9.... Published ,• • Annua0lhy6 0,00:0 000. Factory Mutual Research Corp. Class 4470 J.I.4DOA7.AN1..'6; 1011.9$. ;•••• Class 4470 J.I. OZ4A3.AM 08.2189 Class 4470 J.I.1D4A7.AM 10.20.97 Class 4470 J.I. 3135A9.AM 08.27.98 Class 4470 3027787 08/14/06 Class 4470 3027789 08/14/06 Class 4470 3027790 08/14/06 Class 4470 3010612 04/16/01 Class 4470 3027791 08/14/06 Dynatech Engineering Corp. TAS 114 4440.05.95-2 05.01.95 TAS 114 4440.05.95-1 05.01.95 Exterior Research&Design,LLC TAS 114 4444.06.98-1 06.15.98 TAS 114 4441.04.99-1 04.09.99 Trinity ERD TAS 117 C8500SC.00.07 11.30.07 TAS 117&TAS 114 C12410.08.09 08/14/09 PRI Construction Materials ASTM D 5147/D 6164 TAP-252-02-01 03/14/12 Technologies LLC ASTM D 5147/D 6164 TAP-253-02-01 03/14/12 ASTM D 6163 TAP-254-02-02 01/24/12 ASTM D 4601 TAP-255-02-01 11/04/11 ASTM D 4601 TAP-255-02-02 11/04/11 ASTM D 2178 TAP-256-02-01 11/04/11 ASTM D 2178 TAP-256-02-02 11/04/11 ASTM D 2626 TAP-257-02-01 12/12/11 ASTM D 4897 TAP-257-02-02 11/18/11 ASTM D 3909 TAP-257-02-03 11/18/11 ASTM D 5147/D 6164 TAP-266-02-01 06/19/12 ASTM D 6164 TAP-272-02-01 08/03/12 NOA No.: 12-0619.11 MIAMMADE COUNTY Expiration Date: 10/23/16 Approval Date: 09/27/12 Page 5 of 16 APPROVED ASSEMBLIES: Deck Type 3I: Concrete Decks,Insulated . . .... ...... Deck Description: 2500 psi structural concrete or concrete plank •• • ...... .... ...... System Type A: One or more layers of insulation adhered with approved asplfadf.'•• .... .... . . All General and System Limitations apply. .... •• ...... .. . ..... One or more layers of any of the following insulations: .• •• Base Insulation Layer Insulation Fasten*•;•; Fastener • (Table 3) Deijsit i7e •••• • ACFoam II 0 • Minimum 1.2"thick N/A UltraGard Gold Minimum 1.3"thick N/A N/A ENRGY 3,PSI-25,H-Shield Minimum 1.4"thick N/A N/A Top or Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/fe Fesco Board,High Density Wood Fiberboard,Structodek FS,Retro-Fit Minimum lh"thick N/A N/A ACFoam Composite,ENRGY 3 Composite,H-Shield-WF Minimum 1.5"thick N/A N/A Note: Concrete deck shall be primed with ASTM D 41 asphalt primer and allowed to dry prior to application of base sheet. All insulation shall be adhered to the deck in full mopping of approved asphalt within the EVT range and at a rate of 20-40 lbs/100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels used as a top layer shall be placed with the polyisocyanurate side facing down. Base Sheet: (Optional)One ply of Glass-Base,Base-N-Ply,Versa-Base,Versa-Smooth, Awaplan VersaFlex,or Vapor-Chan adhered to the substrate with a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq. Ply Sheet: One or more plies of Tam-Glass Premium,Tam-Ply IV,Glass-Base,Base-N-Ply, Awaplan VersaFlex,Versa-Smooth, or Versa-Base adhered with a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq. Versa-Smooth may be adhered by torch. NOA No.: 12-0619.11 MAMMADE COUNTY Expiration Date: 10/23/16 �Wguzi' l Approval Date: 09/27/12 Page 6 of 16 Membrane: Awaplan Premium,Awaplan Premium FR,Awaplan 170, Awaplan 170 FR, Awaplan Versa-Smooth or Awaplan VersaFlex adhered with a full moppingof• approved asphalt applied at 4000 F at the point of contact and at crate of*ZWD' ••• •• lbs./sq.; or Awaplan Premium,Awaplan Premium FR or Versa•Smaoth adhered by torch. •••••• •••• ••.... Surfacing: Optional for mineral surfaced Membranes. Required for smopth%%faced•••••• • membranes.Any coating, listed below,used as a surfacing,musI a listed Vthin '•;•• a current NOA. ...... :0- . . ..... .. .. . .. ...... 1. 400 lb./sq.gravel or 300 lb./sq. slag in a flood coat of appLqvpAtpopping •• asphalt at an application rate of 60 lb./sq.. • 2. Tam-Pro FR Fibered Aluminum Coating,Henry 520,or K;Lmak 27AFappfiea ...... at 1'h gal./sq.,or Grundy Fibered Asphalt Emulsion,or Tarfl'Pr(fFibergd ;•; • Emulsion at 3 gal./sq. •• • Maximum Design Pressure: -222.5 psf (for minimum 1.5"thick Approved polyisocyanurate followed by minimum%"thick Approved perlite applied in hot asphalt.)(See General Limitation#9) -230 psf (for minimum 1.5"thick Approved polyisocyanurate followed by minimum '/4"thick Dens Deck or minimum 1/2"Approved High Density Wood Fiberboard applied in hot asphalt.)(See General Limitation#9) -265 psf (for minimum 1.5"thick Approved polyisocyanurate followed by minimum'/z"thick Approved High Density Wood Fiberboard applied in hot asphalt.)(See General Limitation#9) -200 psf (for minimum 1.5"thick ACFoam II Composite or E'NRG'Y-2 Composite applied in hot asphalt.)(See General Limitation#9) -230 psf (for minimum 1/4"thick Dens Deck applied in hot asphalt with no underlying insulation.)(See General Limitation#9) -80 psf (minimum ''/z"thick any combination of approved isocyanurate, perlite,or wood fiber applied in hot asphalt.)(See General Limitation#9) -210 psf (for minimum Y2"thick Retro-Fit applied in hot asphalt with no underlying insulation.)(See General Limitation#9) -240 psf (for minimum 'h"thick Retrofit applied in hot asphalt with no underlying insulation. Requires one of Versa Base.)(See General Limitation 49) -330 psf (for minimum '/2"thick Approved High Density Wood Fiberboard applied in hot asphalt with no underlying insulation.)(See General Limitation#9) -382.5 psf (for minimum 1/2"thick Approved High Density Wood Fiberboard applied in hot asphalt with no underlying insulation. Requires one ply of Versa Base.)(See General Limitation#9) NOA No.: 12-0619.11 MIAMMADE couwry= Expiration Date: 10/23/16 Approval Date: 09/27/12 Page 7 of 16 Deck Type 3I: Concrete Decks,Insulated Deck Description: 2500 psi structural concrete or concrete plank •••• . . 0000 0000.. System Type B(1): Base layer of insulation mechanically fastened;top layer adheft with apgrovtt • asphalt. p 0000.. 0000.. All General and System Limitations apply. 0000 0000 . . *000000000 0000. One or more layers of any of the following insulations: ":": 00000 .. .. 0 0• 0000.. Base Insulation Layer Insulation Fasteners.•:: Fasteggr •• (Table 3) ; Density/42 00000„ ACFoam II,H-Shield .00000 0000.. Minimum 1.2"thick 1,3,5 or 10 •• ' l:xftf•; 0 • 00 0 ACFoam II Minimum 1.4"thick 1,3,5 or 10 1:4 ft.2 ACFoam Composite Minimum 1.5"thick 1,3,5 or 10 1:4 ft.2 ENRGY 3,PSI-25 Minimum 1.4"thick 1,3,5 or 10 1:2 ft.2 UltraGard Gold Minimum 1.3"thick 1,3,5 or 10 1:2 ft.2 Fesco Board,Structodek Minimum 1"thick 1,3,5 or 10 1.2 ft.2 Note: Base layer shall be mechanically attached with fasteners and density described above. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density(See Roofing Application Standard RAS 117 for fastening details). (Optional)Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft, Fesco Board,Retrofit Minimum %"thick N/A N/A ACFoam Composite,H-Shield-WF Minimum 1.5"thick N/A N/A Note: Apply top layer of insulation in a full mopping of any approved mopping hot asphalt within the EVT range and at a rate of 20-40 lbs/100 W. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as Base Layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Base Sheet: (Optional) One ply of Glass-Base,Base-N-Ply,Versa-Base,Versa-Smooth, Awaplan VersaFlex,or Vapor-Chan adhered to the substrate with a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. NOA No.: 12-0619.11 MAMMADE COUNTY Expiration Date: 10/23/16 �UAMOTJVJ� Approval Date: 09/27/12 Page 8 of 16 Ply Sheet: One or more plies of Glass Base,Tam-Glass Premium,Tam-Ply IV,Base-N-Ply, Awaplan VersaFlex,Versa-Smooth,or Versa-Base adhered with a full mope vg of approved asphalt applied within the EVT range and at a rate of 20-40 l8&A8 *.' .... Versa-Smooth may be adhered by torch. •• • • .. .09.04 .... ...... Membrane: Awaplan Premium,Awaplan Premium FR,Awaplan 170,AvPORA0170 FR, • 0000,. Awaplan Versa-Smooth or Awaplan VersaFlex adhered with a'fll'lf vioppigaW. • approved asphalt applied at 4000 F at the point of contact ano�t a rate of�(��4b '•:'•. . ... lbs./sq.; or Awaplan Premium,Awaplan Premium FR or Verv;SgAth aclietgd• ..... by torch. •• . . . . .00.% Surfacing: Optional for mineral surfaced Membranes. Required for smooth surfaced:0'*** membranes.Any coating, listed below,used as a surfacing,Amte;listed witin :0000: a current NOA. .00 1. 400 lb./sq.gravel or 300 lb./sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq.. 2. Tam-Pro FR Fibered Aluminum Coating,Henry 520,or Karnak 97AF applied at 1'/2 gal./sq.,or Grundy Fibered Asphalt Emulsion,or Tam-Pro Fibered Emulsion at 3 gal./sq. Maximum Design Pressure: -45 psf(See General Limitation#9.) NOA No.: 12-0619.11 MIAMMDADE COUNTYM Expiration Date: 10/23/16 �FAJQO ' Approval Date: 09/27/12 Page 9 of 16 Deck Type 3I: Concrete Decks,Insulated 000000 . . 0000 000.00 Deck Description: 2500 psi structural concrete or concrete plank • System Type B(2): Base layer of insulation mechanically fastened;top layer adheNd With appMddd •••••• asphalt. 0000.. 0000 0000 . . All General and System Limitations apply. •••• •••. 0000. 0000.. .. Base Insulation Layer Insulation Fastens ..' F3sttaef (Table 3) •• Density/ft2 .' ACFoam II,ENRGY 3,PSI-25,H-Shield :000.. Minimum 1.5"thick 5 or 8 :� 1:133 ft.' �.... Note: Base layer shall be mechanically attached with fasteners and density described above•• Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density(See Roofing Application Standard RAS 117 for fastening details). Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 High Density Wood Fiberboard Minimum%"thick N/A N/A Note: Apply top layer of insulation in a full mopping of any approved mopping hot asphalt within the EVT range and at a rate of 20-40 lbs/100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment.Insulation listed as Base Layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Base Sheet: (Optional) One ply of Glass-Base,Base-N-Ply,Versa-Base,Versa-Smooth, Awaplan VersaFlex,or Vapor-Chan adhered to the substrate with a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Ply Sheet: One or more plies of Glass Base,Tam-Glass Premium,Tam-Ply IV,Base-N-Ply, Awaplan VersaFlex,Versa-Smooth, or Versa-Base adhered with a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Versa-Smooth may be adhered by torch. Membrane: Awaplan Premium,Awaplan Premium FR,Awaplan 170,Awaplan 170 FR, Awaplan Versa-Smooth or Awaplan VersaFlex adhered with a full mopping of approved asphalt applied at 4006 F at the point of contact and at a rate of 20-40 lbs./sq.; or Awaplan Premium,Awaplan Premium FR or Versa-Smooth adhered by torch. Surfacing: Optional for mineral surfaced Membranes. Required for smooth surfaced membranes.Any coating, listed below,used as a surfacing,must be listed within a current NOA. 1. 400 lb./sq.gravel or 300 lb./sq.slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq.. 2. Tam-Pro FR Fibered Aluminum Coating,Henry 520,or Karnak 97AF applied at 1'h gal./sq.,or Grundy Fibered Asphalt Emulsion,or Tam-Pro Fibered Emulsion at 3 gal./sq. Maximum Design Pressure: -75 psf(See General Limitation#7.) NOA No.: 12-0619.11 M ALMFDADE COUNTY Expiration Date: 10/23/16 N11111111111 • ' Approval Date: 09/27/12 Page 10 of 16 Deck Type 3I: Concrete Decks,Insulated .... Deck Description: 2500 psi structural concrete or concretep lank •••• •••••• . . System Type C: All layers of insulation simultaneously attached. • ...... .... ...... All General and System Limitations apply. •••••• One or more layers of any of the following insulations: •••• •••• • . . ..... Base Insulation Layer Insulation Fasteners.* Faste.ne..r (Table 3) Den 4161 ACFoam II,H-Shield :00:0: • Minimum 1.2"thick N/A 0 0 NIA ....:. U1traGard Gold ...... Minimum 1.3"thick N/A 1Q(�• ENRGY 3,PSI-25 Minimum 1.4"thick N/A N/A Note: All layers shall be simultaneously attached; see top layer below for fasteners and density. Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/W Fesco Board,Structodek Minimum 1"thick 1,3,5 or 10 1:2 ft.2 Note: All layers of insulation shall be mechanically attached using the fastener density listed above.The insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density.Insulation fasteners shall be tested for withdrawal resistance in compliance with Testing Application Standard TAS 105 to confirm compliance with the wind load requirements.Please refer to Roofing Application Standard RAS 117 for insulation attachment. Base Sheet: (Optional) One ply of Glass-Base,Base-N-Ply,Versa-Base,Versa-Smooth, Awaplan VersaFlex,or Vapor-Chan adhered to the substrate with a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq. Ply Sheet: One or more plies of Glass Base,Tam-Glass Premium,Tam-Ply IV,Base-N-Ply, Awaplan VersaFlex,Versa-Smooth, or Versa-Base adhered with a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq. Versa-Smooth may be adhered by torch. Membrane: Awaplan Premium,Awaplan Premium FR,Awaplan 170,Awaplan 170 FR, Awaplan Versa-Smooth or Awaplan VersaFlex adhered with a full mopping of approved asphalt applied at 4000 F at the point of contact and at a rate of 2040 lbs./sq.; or Awaplan Premium,Awaplan Premium FR or Versa-Smooth adhered by torch. Surfacing: Optional for mineral surfaced Membranes. Required for smooth surfaced membranes.Any coating, listed below,used as a surfacing,must be listed within a current NOA. 1. 400 lb./sq.gravel or 300 lb./sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq.. 2. Tam-Pro FR Fibered Aluminum Coating,Henry 520,or Karnak 97AF applied at 1'/z gal./sq.,or Grundy Fibered Asphalt Emulsion,or Tam-Pro Fibered Emulsion at 3 gal./sq. Maximum Design Pressure: 45 psf(See General Limitation#9.) NOA No.: 12-0619.11 MIAMMADE COUNTY Expiration Date: 10/23/16 �uuyayjgpjApproval Date: 09/27/12 Page 11 of 16 Deck Type 3I: Concrete Decks,Insulated 0.0 0.0 . 0 0000 00.0.0 Deck Description: 2500 psi structural concrete or concrete plank '` • ' •0 • 0000.. 0000 •0000• 0000.. System Type D: Base sheet attached over insulation. .0 0• 0000 0000 . . 0000 0000 0000. All General and System Limitations apply. 0 One or more layers of any of the following insulations: •••••• 0000.. Insulation Layer Insulation Fastengrs • Fasten 0r Soo*:* (Table 3) 0 De4giityl'Ft2 0 0 ACFoam II White Line H-Shield 0••••• Minimum 1.2"thick N/A 44 U1traGard Gold Minimum 1.3"thick N/A N/A ENRGY 3,PSI-25 Minimum 1.4"thick N/A N/A Fesco Board Minimum 1/4"thick N/A N/A Structodek Minimum %"thick N/A N/A Note: Top layer shall have preliminary attachment,prior to the installation of the base/anchor sheet,at a minimum application rate of two fasteners per board for insulation boards having no dimension greater than 4 ft.,and four fasteners for any insulation board having no dimension greater than 8 ft. All layers of insulation and base sheet shall be simultaneously fastened. See base/anchor sheet below for fasteners and density. Base Sheet: One ply of Tamko Glass-Base,Vapor-Chan or Base-N-Ply fastened to the deck as described in Option#1 or#2,below,or One ply of Tamko Awaplan Versa-Smooth fastened to the deck as described in Option#3,below. Fastening: (Option #1) Attach anchor sheet using CF#14 OR#15 Dekfast Fasteners with CF Hex Plates spaced 12"o.c. in a 4"lap and 12"o.c. in two staggered rows in the center of the sheet. Maximum Design Pressure—60 psf, (See General Limitation #7.) (Option#2) Attach anchor sheet using SFS HD Insulfixx S,or Buildex#14 OR #15 Roofgrip Fasteners and 3"Square Plates spaced 12"o.c.in a 4"lap and 12" o.c. in two staggered rows in the center of the sheet. Maximum Design Pressure—75 psf, (See General Limitation #7.) (Option #3—Awaplan Versa-Smooth only) Attach anchor sheet using OMG 414 or 415 Roofgrip Fasteners and 3"Square Plates spaced 12"o.c. in a 4"lap and 12" o.c. in two staggered rows in the center of the sheet. Maximum Design Pressure—120 psf, (See General Limitation #7.) NOA No.: 12-0619.11 CMIAMMADECOUNTY Expiration Date: 10/23/16 'C= Approval Date: 09/27/12 Page 12 of 16 Ply Sheet: (Optional) One or more plies of Glass Base,Tam-Glass Premium,Tam-PlyJ.V. Base-N-Ply,Awaplan VersaFlex,Versa-Smooth,or Versa-Base adhered wi"a' ..,,,. full mopping of approved asphalt applied within the EVT rargt-anJ at a rntez of. • 20-40 lbs./sq. Versa-Smooth may be adhered by torch. ••••"• •••• •••••• Membrane: Awaplan Premium,Awaplan Premium FR,Awaplan 170,Aw'IP1'atI,170 FR,•••, • Awaplan Versa-Smooth or Awaplan VersaFlex adhered with a W mopping of ...... . . ..... approved asphalt applied at 4006 F at the point of contact arA at a'tate o f 26;40 *••••• lbs./sq.;or Awaplan Premium,Awaplan Premium FR or Versa-Mooth adhered .• by torch. ,..... Surfacing: Optional for mineral surfaced Membranes. Required for smootfisurfaced• ••• :"": membranes. Any coating, listed below,used as a surfacing,must be listed tAthi; a current NOA. 1. 4001b./sq.gravel or 300 lb./sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq.. 2. Tam-Pro FR Fibered Aluminum Coating,Henry 520,or Karnak 97AF applied at 1'/z gal./sq.,or Grundy Fibered Asphalt Emulsion,or Tam-Pro Fibered Emulsion at 3 gal./sq. Maximum Design Pressure: See Base Sheet Fastening Options. NOA No.: 12-0619.11 CMIAMMADEROUNTY Expiration Date: 10/23/16 Approval Date: 09/27/12 Page 13 of 16 Deck Type 3: Concrete Decks,Non-insulated Deck Description: 2500 psi structural concrete or concrete plank ' . . .... ...... System Type E: Base sheet mechanically attached.All •••••• .... ....• ...... General and System Limitations apply. •••• .... • .... .... ..... Base Sheet: One ply of Tamko Glass-Base,Vapor-Chan or Base-N-Ply fasttgthe dfek as • •.:..' described in Option#1 or#2,below,or One ply of Tamko Awfilatl Versa-3mobth •••••• fastened to the deck as described in Option#3,below. •• Fastening: (Option #1) Attach anchor sheet using CF#14 OR#15 Dekfasi Faefoners with CF . . ... Hex Plates spaced 12"o.c. in a 4" lap and 12"o.c. in two staggered. rows in4v: center of the sheet. Maximum Design Pressure—60 psf, (See General Limitation #7.) (Option #2) Attach anchor sheet using SFS HD Insulfixx S, or Buildex#14 OR #15 Roofgrip Fasteners and 3"Square Plates spaced 12"o.c. in a 4"lap and 12" o.c.in two staggered rows in the center of the sheet. Maximum Design Pressure—75 psf, (See General Limitation#7.) (Option#3—Awaplan Versa-Smooth only) Attach anchor sheet using OMG#14 or#15 Roofgrip Fasteners and 3"Square Plates spaced 12"o.c. in a 4" lap and 12" o.c. in two staggered rows in the center of the sheet. Maximum Design Pressure—120 psf, (See General Limitation #7.) Ply Sheet: (Optional) One or more plies of Glass Base,Tam-Glass Premium, Tam-Ply IV, Base-N-Ply,Awaplan VersaFlex,Versa-Smooth,or Versa-Base adhered with a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq. Versa-Smooth may be adhered by torch. Membrane: Awaplan Premium,Awaplan Premium FR,Awaplan 170,Awaplan 170 FR, Awaplan Versa-Smooth or Awaplan VersaFlex adhered with a full mopping of approved asphalt applied at 4008 F at the point of contact and at a rate of 2040 lbs./sq.; or Awaplan Premium,Awaplan Premium FR or Versa-Smooth adhered by torch. Surfacing: Optional for mineral surfaced Membranes. Required for smooth surfaced membranes.Any coating,listed below,used as a surfacing,must be listed within a current NOA. 1. 400 lb./sq.gravel or 300 lb./sq. slag in a flood coat of approved mopping asphalt at an application rate of 601b./sq.. 2. Tam-Pro FR Fibered Aluminum Coating,Henry 520,or Karnak 97AF applied at 1'/z gal./sq.,or Grundy Fibered Asphalt Emulsion,or Tam-Pro Fibered Emulsion at 3 gal./sq. Maximum Design Pressure: See Base Sheet Fastening Options. NOA No.: 12-0619.11 MiAMMADE COUNTY Expiration Date: 10/23/16 Approval Date: 09/27/12 Page 14 of 16 Deck Type 3: Concrete Decks,Non-Insulated 0000 Deck Description: 2500 psi structural concrete or concrete plank ' . . 0000 0000.. System Type F: Membrane adhered with approved asphalt. •••••• 60:0.•. 0000.. 0000.. 0000.. All General and System Limitations apply. •••• ••.. 0000 0000 •000• Note: Concrete deck shall be primed with ASTM D 41 asphalt primer and allow*tq dry prior�o 000•.' 0000.. application aon o anchor sheet. 00 00 0 00 0000.. Base Sheet: (Optional) One ply of Glass-Base,Base-N-Ply,Versa-Base,lersa-Flex of y"$4- 0090:0 Smooth adhered to the substrate with a full mopping of approved-aphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or Versa-Smooth adhored�y torch. Ply Sheet: One or more plies of Glass Base,Tam-Glass Premium,Tam-Ply IV,Base-N-Ply, Awaplan VersaFlex,Versa-Smooth,or Versa-Base adhered with a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Versa-Smooth may be adhered by torch. Membrane: Awaplan Premium,Awaplan Premium FR,Awaplan 170,Awaplan 170 FR, Awaplan Versa-Smooth or Awaplan VersaFlex adhered with a full mopping of approved asphalt applied at 4000 F at the point of contact and at a rate of 2040 lbs./sq.;or Awaplan Premium,Awaplan Premium FR or Versa-Smooth adhered by torch. Surfacing: Optional for mineral surfaced Membranes. Required for smooth surfaced membranes.Any coating, listed below,used as a surfacing,must be listed within a current NOA. 1. 400 lb./sq.gravel or 300 lb./sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq.. 2. Tam-Pro FR Fibered Aluminum Coating,Henry 520,or Karnak 97AF applied at P/z gal./sq.,or Grundy Fibered Asphalt Emulsion,or Tam-Pro Fibered Emulsion at 3 gal./sq. Maximum Design Pressure: -622.5 psf(See General Limitation#9.) NOA No.: 12-0619.11 MIAMMADE COUNTY Expiration Date: 10/23/16 �Fjumqj;0Approval Date: 09/27/12 Page 15 of 16 CONCRETE DECK SYSTEM LIMITATIONS: 1. If mechanical attachment to the structural deck through the lightweight insulating,con rete is-•ro used, a field withdrawal resistance testing shall be performed to determine equivalent or etlbadcci fastener.pattems •• and density. All testing and fastening design shall be in compliance with Testing A4*ication Sfailutl TAS....;, 105 and Roofing Application Standard RAS 117, calculations shall be signed end%9ealed by a Florida, Registered Engineer,Architect,or Registered Roof Consultant. •••• •••• • GENERAL LIMITATIONS: """ '•••• • .. .. . .. ...... 1. Fire classification is not part of this acceptance;refer to a current Approved Roofin'g'14 grials Directory for fire ratings of this product. ;...;. oboe •• 2. Insulation may be installed in multiple layers. The first layer shall be attached in c;Wia:ice witb;rjo&ct ;•••• Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20401bs./sq.,or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,panel size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6"break shall be placed every 12'in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq.Note: Spot attached systems shall be limited to a maximum design pressure of-45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of 275 lbf.,as tested in compliance with Testing Application Standard TAS 105. If the fastener value,as field- tested,are below 275 lbf.Insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required,as determined by the Building Official,a revised fastener spacing,prepared,signed and sealed by a Florida registered Professional Engineer, Registered Architect,or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA,General Limitation#9 will not be applicable.) 8. All attachment and sizing of perimeter nailers,metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e.field, perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and corners). (When this limitation is specifically referred within this NOA,General Limitation#7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 12-0619.11 MIAMI•DADE COUNTY Expiration Date: 10/23/16 �uum' f Approval Date: 09/27/12 Page 16 of 16 FORM 405 10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CO Florida Department of Business and Professional Regulation - Residential Perfor Project Name: Longman Residence Builder Name: T -_- p�-i��. Street: 333 N.E.92nd Street Permit Office: ^�'-�-` '�" �T QED City,State,Zip: Miami Shores,FL, Permit Number: 1 Owner: Mr.Longman Jurisdiction: ?_32600 MAY U Design Location: FL,Miami 0 �' i:3 1 1. New construction or existing Addition 9. Wall Types(76!.,0-'9q Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=4.1 765.00 ft2 b.N/A R= ft2 3. Number of units,if multiple family 1 c.NIA R= ft2 4. Number of Bedrooms(Bedrms In Addition) 1(1) d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (678.0 sqft.) Insulation Area a.Under Attic(Vented) R=30.0 5gR ft2 6. Conditioned floor area above grade(ft2) 598 b.NIA R- ft2 Conditioned floor area below grade(ft2) 0 c.NIA R= ft2 11.Ducts R ft2 7. Windows(215.2 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:Attic 6 135.6 a. U-Factor: Sgl,U=0.97 215.22 ft2 SHGC: SHGC=0.44 b. U-Factor: WA ft2 12.Cooling systems kStu/hr Efficiency SHGC: a.Central Unit 29.8 SEER:18.50 c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor. N/A ft2 a.Electric Strip Heat 16.4 COP:1.00 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.440 14.Hot water systems-Replacement equipment 8. Floor Types (678.0 sqft.) Insulation Area a.Electric Tankless Cap:1 gallons a.Slab-On-Grade Edge Insulation R=0.0 598 ft2b. Conservation features EF:1.076 b.WA R= ft2 None c.N/A R= ft2 15.Credits Pstat Glass/Floor Area: 0.317 Total Proposed Modified Loads: 18.44 PASS Total Standard Reference Loads: 24.58 I hereby rtify that th plans cif tions c ed b Review of the plans and this cal lation are i p it a FI ae gf y specifications covered by this ,y Code. calculation indicates compliancef with the Florida Energy Code. 4" PREPAR : _ Before construction is completed DATE: 'I / _ this building will be inspected for compliance with Section 553.908 I hereby certify that this building,as designed,is in compliance Florida Statutes. with the Florida Energy Code. wig OWN AGEN tNl SIL K- Glt'A'p3 C L, BUILDING OFFICIAL: _ DATE: - ' I • I DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with 40 !102.?.1; : : ••• : : ••• - Compliance requires completion of Florida Ai Barrier and Insuletien Inspection Checklist - Compliance requires an air distribution system test relont,boy a FrorriarClasgl Rater, confirming system leakage to outdoors tested at 25 pascals pressure dif#erense in doccofdaOnAlwith 403.2.2.1.is not greater than (20 cfm-.Duct#1) • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • •• •• • • • • • 2/11/2015 2:20 PM EnergyGav;US;-FlaRes;010 Section 4M.;l Cdlnpliant Software Page 1 of 5 0:0•• • • • • ••• • • • • • • • • • • • • • •• •• • • • :0 • •• ••• • • • ••• • • WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below V # OmSpace t To Wall Type R-.Value Ft in Ft In. Area R-Value__Fraction Absor.. Grade% _ 1 S Exterior Concrete Block-Int Insul Main 4.1 20 0 9 0 180 ft' 0 0 03 0 _ 2 W Exterior Concrete Block-Int Insui Main 4.1 38 0 9 0 342 ft' 0 0 0.3 0 3 E Exterior Concrete Block-Int Insui Main 4.1 27 0 9 0 243 ft' 0 0 03 0 WINDOWS Orientation shown is the entered,Proposed orientation. / Wail Overhang V, # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation int Shade Screening 1 S 1 Metal Single(Clear) Yes 0.97 0.44 16 ft' 1 ft 0 in 3 ft 0 in None None 2 W 2 Metal Single(Clear) Yes 0.97 0.44 24 ft' 1 ft 0 in 3 ft o in None None 3 W 2 Metal Single(Clear) Yes 0.97 0.44 9 ff' 1 ft 0 in 3 ft 0 in None None 4 W 2 Metal Single(Clear) Yes 0.97 0.44 24 ft` 1 ft 0 in 3 ft 0 in None None 5 E 3 Metal Single(Clear) Yes 0.97 0.44 142.22.22 1 ft 0 in 3 ft 0 in None None INFILTRATION # Scope Method SIA CFM 50 ELA EgIA ACH ACH 50 1 Wholehouse Best Guess 0.000500 889.20 48.816 91.805 0.3450 8.7433 HEATING SYSTEM L # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP:1 16.4 k8tu/hr 1 sys#1 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 18.5 29.8 kBtulhr 894 cfm 075 1 sys#1 HOT WATER SYSTEM V # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Tankless Main 0.99 1 gal 40 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• • • • • • • • • • • • • • •• • • • • • • •• • • • •• •• • • • • • ••• • • • ••• • 2/11/2015 2:20 PM EnergyGauge(tVA:FlaRes2010:Saction 405.4.1:Compiiant Software Page 3 of 5 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PROJECT Title: =-ongman P esidence Bedrooms: 1 Address Type: Street Address Building Type: FU+sBuilt Conditioned Area: 598 Lot# Owner: N!!.- Longman Total Stories 1 Block/SubDivision: #of Units: Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: Permit Office: Cross Ventilation: County: Dade Jurisdiction: 2326:-0 Whole House Fan: City.State,Zip: Miami Shores, Family Type: Single-tamily FL New/Existing: Addition Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp U Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Miami FL MIAMI INTL AP 1 51 90 70 75 149.5 .58 Low BLOCKS Number Name Area Volume 1 Block 678 6102 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 6102 No 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio Main 85 ft 0 ft' --_- 1 0 0 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch l� # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Barrel tile 598 t' 170 ft2 Medium 0.65 No 0.9 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 ft= N N CEILING ti # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) Main 30 598 ft2 0.11 Wood so • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• • • • • • • • • • • • • • •• • • • • • • •• • • • •• •• • • • • • ••• • • • ••• • 2/11/2015 2:20 PM EnergyGauge-0 tJ:A-trlaRe:2030$ec%n*445.4.1 Compliant Software Page 2 of 5 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DUCTS — Supply---- ---Return--- Air Percent HVAC# I/ # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 135.6 ft Attic 33.9 ft' Prop.Leak Free Attic 20.3 cfm 2.28% 0.03 0.60 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Feb [[[ Mar A r May X Jun X Jul rX Aug Se Oct f Nov ( ]Dec HeatinJan Feb (X Mar APr May i Jun Jul r Aug Sep [ ]Oct ( Nov (XI Dec Ventin Jan Feb X Mar A r Ma t Jun Jul [ Au Se [JC]Oct [X Nov j 11 Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) PM 66 66 66 66 66 68 68 68 68 68 68 68 M 68 68 68 68 68 68 68 68 68 68 66 66 2/11/2015 2:20 PM EnergyGauge@IC8A PFlaRCs2p1QS("i8n 105.4.1 Compliant Software Page 4 of 5 • • • • • • • • • • ••• • • • ••• • • FORM 4'05-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 333 N.E.92nd Street PERMIT#: Miami Shores. FL, MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283. Windows and doors= 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors&outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating IV controls and cooling system. Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section, 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric)or shutoff(gas). Circulating system pipes insulated to= R-2 +accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP)o'= 1 f= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or ✓✓✓ other means proven to reduce heat loss except if 70% of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82%after 4/16!13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed&attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasigrr coeltrjg pr reptigg;apag.ttJ requires separate system or variable capa�jy S9tte:n;ElgpD-iCbeat>10kW must be divided into two or morp.Stagpg • Ceilings/knee walls 405.21 R-19 space permitting. • • • • • • • • • • 2/11/2015 2720 PM EnergyGauge@013A:FlaR&5221pSdt.POn AV5.4.'OCompliant Software Page 5 of 5 • •• •• • • • •• •• ••• • • • ••• • • ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 75 The lower the EnergyPerformance Index,the more efficient the home. 333 N.E. 92nd Street, Miami Shores, FL, 1. New construction or existing Addition 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=4.1 765.00 ft2 b.N/A R= ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 1(1) d.N/A R= ft2 10.Ceiling Types Insulation Area 5. Is this a worst case? No a.Under Attic(Vented) R=30.0 598 ft2 6. Conditioned floor area(ft2) 598 b.N/A R= ft2 7. Windows" Description Area c.N/A R= ft2 a. U-Factor: Sgl,U=0.97 215.22 ft2 11.Ducts R ft2 SHGC. SHGC=0.44 a.Sup:Attic,Ref:Attic,AH:Attic 6 135.6 b. U-Factor. N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 29.8 SEER:18.50 SHGC: d. U-Factor: N/A ft2 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Strip Heat 16.4 COPA.00 Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.440 8. Floor Types Insulation Area 14.Hot water systems-Replacement equipment a.Slab-On-Grade Edge Insulation R=0.0 598 ft2 a.Electric Cap:1 gallons EF'0.99 b.N/A R= ft2 c.NIA R= ft2 b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed(or exceeded) oewlooni in this home before final inspection. Otherwise, a new EPL Display Card will be completedbased on installed Code compliant features. Bu'!der Signature: Date:Address of New Home: 7j?j Cr2v, City/FL Zip: M S � wolo ws no *Note: This is not a Building Energy Rating. If your Index is below 70,your home may qualify for energy efficient mortgage(EEM)incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. .. ... .. **Label required by Section 303.1.3 of the Froridaldu&4 Coae,*.Ederg'.Gonservation, if not DEFAULT. •• ••• •• • • • •• EnergyGaug.O Uy P&,FIaRe"0.10 Sgction 405.4.1 Ccinpliant Software •• %• % • • • • • •• • • • • • • • • ••• • • • ••• • • • • • • • • • • • • •• •• • • • •• •• 000 0 • • 000 0 • r � HVAC Load Calculations for Lon-4m.--o R2_-dEar-m Wnd S4r,Ct i (%H ,$� ResmzwnAL ll '1.i� It"'f, HVAC LOADS Pre d By: •. ... . . . . . .. ••• ••: ••: •.• : : .•• Wednesday, February 11,2015 i Rhvac is an ACCA approved Manual J drtd Njarnfal QCojnauter prgg�j. Calculations are performed per ACCA METnuA J 8th Editidh,Versi n 2!and ACCA Manual D. I • •• •• • • • •• •• ••• • • • ••• • • Rhvac-Residential&Lioht Commercial HVAC Loads i ® Elite Software Development,Inc. Page_2 ----- Project Report Gcncrol Prc.ect Inform-ition Project Title: Longman Residence Designed By: Mark A. Campbell Project Date: Wednesday, February 11, 2015 Client Address: 333 N.E. 92nd Street Client City: Miami Shores, Florida. Dejign Oato Reference City: Miami Florida Building Orientation: Front door faces South Daily Temperature Range: Low Latitude: 25 Degrees Elevation: 10 ft. Altitude Factor: 1.000 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 48 45.04 80% n/a 72 n/a Summer: 89 77 59% 50% 72 62 Cneck Fiqures Total Building Supply CFM: -� 890 CFM Per Square ft.: 1.313 Square ft. of Room Area: 598 Square ft. Per Ton: 356 Volume (ft') of Cond. Space: 6,102' Bultlu-q I nads Total Heating Required Including Ventilation Air: 14,406 Btuh 14.406 MBH Total Sensible Gain: 19,573 Btuh 86 % Total Latent Gain: 3,308 Btuh 14 % Total Cooling Required Including Ventilation Air: 22,881 Btuh 1.91 Tons (Based On Sensible+ Latent) i Nctes Rhacvis an ACCA approved Manual J and Manua—lb-computer program.— Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. , i I .• . . . • . . •• . • • .. % • . • . • ..• • . • .•. . C:\Program Files\Elite\Rhvacw\Projects\WAELAI�4i*NtE.lp Wednesday, February 11, 2015, 1:47 PM . •• •• • . . :0 • .. ... . . . ... . . 'Rhvac-Residential&Light Commercial HVAC Loads ® Elite Software Development,Inc. Page 3 System 1 A/C-1 Summ__ary Loads Component Area Sen Lat Sen 1 otal Descript on _ Q_uan Loss Ga_!n Ga-n Gain Storm Window: Glazing-1%8"Clear+0.090"Clear 73 1,698 0 3,881 3,881 PVB+1/8"Clear, ground reflectance= 0.23, u-value 0.97, SHGC 0.44 Storm Window: Glazing-1/8" Clear+0.090"Clear 147.4 3,432 0 6,932 6,932 PVB+1/8"Clear, ground reflectance= 0.23, light color blinds at 45°with 50% coverage, u-value 0.97, SHGC 0.44 13A-4ocs: Wall-Block, board insulation only, R-4.1 board 544.6 1,869 0 1,659 1,659 j insulation, open core, siding finish 16E-30: Roof/Ceiling-Under Attic with Insulation on Attic 598 521 0 673 673 Floor(also use for Knee Walls and Partition Ceilings),Vented Attic, No Radiant Barrier, Light Tile, Slate or Concrete, R-30 insulation 22A-pl4: Floor-Slab on grade, No edge insulation, no 85 2,018 0 0 0 insulation below floor, the covering, passive, light dry soil Subtotals for structure: 9,538 0 13,145 13,145 People: 2 400 500 900 Equipment: 200 600 800 Lighting: 200 682 682 Ductwork: 2,748 937 3,346 4,283 Infiltration: Winter CFM: 80, Summer CFM: 42 2,120 1,771 779 2,550 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 521 521 System 1 A/C-1 Load Totals: 14,406 3,308 19,573 22,881 ChFrck '--it_rLs - - --- -- Supply CFM: 890 ^CFM Per Square ft.: 1.313 Square ft. of Room Area: 678 Square ft. Per Ton: 356 Volume (W) of Cond. Space: 6,102 S stum Load3 —_— Total Heating Required Including Ventilation Air: 14,406 Btuh 14.406 MBH Total Sensible Gain: 19,573 Btuh 86 % Total Latent Gain: 3,308 Btuh 14 % Total Cooling Required Including Ventilation Air: 22,881 Btuh 1.91 Tons(Based On Sensible+ Latent) Nous _ - - — - - - --— -- —� Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions.. I I • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • •• • • • • • • •• • • • •• •• • • • • • ••• • • • ••• • 000 of* C:\Program Files\Elite\Rhvacw\Projects\WAGLAVF.Wj1QENPE.ChK ; Wednesday, February 11, 2015, 1:47 PM ... :0 00, 0.0 ... . . &IFA I DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARIiUENT OF REGULATORY AND ECONODIIC RESOURCES(RER) 1.1805 SW 26 Street,Roan 208 BOARD AND CODL ADMIIOSTRA nON DIVISION T(786)31.5-2590 F(7W.315-2599 NOTICE OF ACCEPTANCE (NOA) w-w-mmiamidade eav/economy PGT Industties,Inc. 107.0'Technology Dt Ive, Nokomis,Fl.34275 'SCOPE.- This COPE:This NOTA is being-issued under the applicable rules and regulations governing the use of constrtictioxr materials. The documentation submitted.has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AW). This NOA. shall,not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Munni-Dade County)and/or.the AI-U.(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use.of such product or material within their jurisdiction. RER reserves-the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this.product or material fails to meet the requirements of-the applicable building code. This product is approved as described herein,.and has been designed to comply with*Florida Building Code,.ingluding the High Velocity Hurricane Zone. DESC_VIION:„Series-YSGD77r—Aluminum'Slldiia Glass'Doors"w/40 &135 cornL:M.I ers- . APPROVAL DOCUMENT: —m--wing No.PGTO130 (former PGT0002 Rev C),titled"Series 770 Alum. SGD-LM..Impact", sheets O1 through 22 of 22,prepared by manufacturer, dated 08/05/07 with the latest revised:on 01/30!25, signed-and-sealed by Lytut.Miller,F. E., bearing the Miami--Dade Cowtty Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami-- Dade County Product Control Section. �ISSILE IMPACT<RA TGi Large ani7SSma1`Missile-Impact Renis aut LABELING: Each-unlit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. REVISION 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. TE UWNATION of this NOA will occur after the expiration date or if there has beeat 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 outer purposes shall automatically terminate this NOA.Failure to complywith any section of this NOTA shall be cause for tainination and zmoval of N04 ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, -and followed by'ttie expirationdate,may be displayed in advertising literature. If any portion of the TOA is displayed,then it shall be`done in its entirety. INSPECTION: A copy of this eagraWQA.shalt be provided to the user by the manufacturer or its distributors and shall be available fbi insp•act ion atbi job Ell at the request of the Building Official. This MOA revises rind xvneivs N.jA Vpj consists of these pages 1 and 2, and evidence pages E•-I,B-2 and F,3,as well as approval document mentioned above. The submitted documentation was reviewed'hy Jaime D.Gascon,P,E. . . . . . . . . . . MIA i�ADECgUPfTY • • • • • • • • �`�Expiration NDA*NO:'1� IN •: : �c • : • •: : : Aatee_-Fels`1r ;iryXT,,,Z020 ••• • ••' love!ilatc: l7ebrnar 12 2018 Z5 Page4 ... . . . . ... . . _ • • • • • • • • • • ••• • • • ••• • • PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. -DRANVINGS 1. Manufacturer's die drawings and sections. (Submitted underprevious_NOA No. 144123.10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SOD - LM Impact's sheets 01 through 22'of 22,prepared.by manufacturer,dated 08105/07 with the latest revised on 01/30/15,signed and sealed by Lynn.Miller,P.E. B. TESTS. 1. - Test reports on: l)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,.and'TAS 202--94 along with marked-up drawings and installation diagram of aluminum Sliding Glass Doors,.prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL--7554, dated 11101113, signed and seated by Marlin D.Brinson,P.E. (Submitted raider previous NOA No. 14-0123.10) 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 b)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked--up drawings and installation diagram of aluminum Sliding Glass Doors,prepared by-Fenestration Testing Laboratory,Inc„Test Reports No.'s FTL-59WR,.FTL-6001-R and TTL-6015-R have been revised and reissued on 12/29/09,all signed and sealed by Adio Gonzales,P.E. (Submitted under previous NOA No. 09-082&10) .. ... . . . . . .. • • •• • • • • • z - 00 *go 00 Jaime D.Gascon;P.E. • ••• ••• • • • Product Control Section Supervisor • • • • NOA No.14-0128.51 • :. • :. : : • •: : : Expiration Date: February 17,2020 ••• • • ••• • Approval Date: February 12,2015 E-1 ••• • • • Y ••• • • ••• • • • ••• • • PGT Industries,Inc. NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED B. TESD(CONtMED) 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)Nater 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,and TAS 202-94 along with marked-up drawings and itistallation diagram. of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Repoits No.'s FT1r5980,FTL-5993,It TL-6036, FTL-6001, FT"014, FTL-6015,FT"017, FTI,---6023, Vn[,6024, Yfl,6025, FTL-6028,. FTL-6031, FT"033 and TTir-6036,all dated 08/10/09,signed and sealed by Julio Gonzales,P.E. (Submitted underpreviour NOA No, 09-0826.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to and complying with FBC 2010 and with FBC. Ste Edition (2014), prepared by manufacturer,dated 01/30115,signed and sealed by Lynn Miller,P,E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department ofRegulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.1.DuPont DeNemours&.Co.,Inc. for their"DuPont ButaciteS PVB Interlayeel dated 04/11/13,expiring on 12/11116. 2. Notice of Acceptance No.11-0624.02 issued to EJ.DuPont DeNemours&Co.,1nc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14117. F. STATEMENTS 1. Statement letter of coufoiinance to and complying with FBC 5`�'Edition(2014),issued by manufacture,dated 12/17/14,signed and seated by-Lynn Miller,P.E. 2. Statement letter of conformance and complying with FBC-2010, issued by manufacture,dated 01124/14,signed and seated by Lynn Miller,P.E. (Submitted underprevimis NOA No.14-0123.10) 3. Statement letter of no financial interest,issued by manufacture,dated 01/24114, sighed and sealed by Lynn Miller,P.E. (Submitted under previo4.4 NOA Na 14-0123.10) Jaime D.Gascon,l'..E. Product Control.Sectlon Supervi'ar • ••• ••• NOA No.144118.11 Expiration Date: February 17,2020 • :• Approval!late. February 1Z,2015 ... . . . . ... . . . . . . . . . . . . ... . .. .. . . . .. .. . . . ... . . r PGT Industries,,Lic. NOTICE OFACCEPTANCE; EVIDENCE SUBMITTED F. STATEMENTS(cowjrquED) 4. Laboratory compliance letter for Test Report No. FTL--7554, issued.by Fenestration Testing Laboratory,Inc.,dated 11/01/13,signed and scaled by Marlin D.Brinson,P.E. (Submitted?rider prepfous NOA No. 14-0123.10) 5. Proposal issued by Product Control,dated.08/12/13,signed by Jaime D.Gascon,P.E. (Srtbmilted underpreviorrsNOANo.14-01'23.10). 6. . Laboratory compliance letter for Test Reports No.'s F rL -5980-R,F T"001-R and I+'TL--6015-R,-reissued by Fenestration Testing Laboratory, Inc., all dated 12/29109, signed and sealed by Julio Gonzales,.P.E. (Submitted under.previous NOA No. 09-0826410) 7. Laboratory compliance letter for Test Reports No.'s FTE--59804 FTL -5993, FT1,60365 M-6001,FTL-6014, FT"0151, VIT,6017,.FT"023, ff- "024, IT"025, FTI,-6028, FTL-6031, F17,4033 and FTL--6036, issued by Fenestration Testing Laboratory,Inc., all dated 08110/09, signed and sealed by Julio Gonzales,P..E. (Submiftted.under previous NOA No. 09-0826.10) , 8. Proposals No.'s 09-01.77, dated 0311.7 & 31109, 09.0177A, dated 05/07/09, 094177B, dated 06109/09 and 09-01770, dated 11/18/09, all issued by Product Control,signed by Lshaq Chanda,P.E. (Submtttted tinder previous NOA No. 09--0826.10) G. OTHERS 1. Notice of Acceptance No. 14-0123-10, issued to PGT Industries, Inc. for their Series "SGD-770 Aluminum Sliding Glass Doors w/ ivo Reinforcements", approved on 02/06/14 and expiring on 02/17/15. .. ... . . . . . .. Jaime D.Gascon,P.E. • ••• ••• Product Control Section Supervisor • NOA No.'14-019.8.11 Expiration Date: February 17,2020 ••• ••• Approval Date: February,12,2015 E-3 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ' SERIES 770; IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: Frame NrL Edge Min. INCLUDING POCKETS & 90°/135° CORNERS Group Anchor Substrate Member Dis+ence Embedment (mk 2AS ke GENERAL NOTES 1 1M"Elea Llilr"m CMU, TMC80 Jm*on 2.1W 1-114• 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. dmu U TM m 2kml Jamb 1 1314• 2)DESIGN PRESSURES: 114'Elco 410 S.S. aen"•to("y" 9 35 kap N 1• 131' A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM El300. 2 CatAFax unpmua .(ASTM C-00) Jamb o* 2-Ifr 1-U4• B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. P. .Soumm IneG•0.55 HeaxY Womb t 1.395• 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 1k•000 Ultrawn ( n.2 krp Ft1' 1318` PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTArT Uaroutembd u CAO rombb w 1' 1•u• 'T out P.T.9hem Pine(SCI-0,55) 11adISlWtmb a18` 13fa• WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA. #12,18-0or410 �i HuySINJamb 83• 0.0 BUILDING CODE.FOR ANCHORAGE.DETAILS.SEE SHEETS 6-14. S.s.sMs, steel Jamb 31 u 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE, 3 (n Im 1i thlead5i" SteelMa-dr—.131 HrrdiSNlJsarb 3(8' 0.0461' 5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Commie"Im 3.276 1) H"dIMJarnb 1-1 1-318" NARROW JOINT SEALANT. 114•Elco 111.8 S.S. UngMuted CMU.(ASTM 0-90) P f-114' S)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NONS,ANSVAF&PA NDS FOR A00ra•Getor Grouted CMU n7M C-90,min.2 ksl smug y 7' WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. P.T.SmIthem Phe 80•0.55 Heed(SwUmb 1. 1-318 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.soldhem Pk* Har Jsmb 9/i ' 13111" CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 4 12 Steal SMS G5, Alu num,11083 TS• Haodt Jamb 918' 0.083'8) B)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT imin.11 threaded-) a S1WJemb 3111' 0050 FLORIDA BUILDING.CODE,AS APPLICABLE. Steel Stud At163Or.33• "dfSIWJamb 1 3w 0.1511• TEST REPORTS:M-69W.FTL-b993,FTL-6001,FTL-.@014,FTL-8016,FTL-8017,FTL•602Z FTL-8023, "MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN. FTL-6024,M-6026,FTL-8028,FTL-6031,FTL-8033,FTL- 6036 AND FTL-7554 STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND • TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. • • 000.00.A . A. "'PHOOK INSTALLATION REQUIRES 2.603"MIN.EDGE DISTANCE.REFER TO SHEET 14 FOR ANCHOR NOTES • A• H • ' ' • ALL SPECIFIC P-HOOK REQUIREMENTS. • • oil FOR EONCRE /t l;SUBSTRATE A;PLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADO COUNTY APPROVED ELCO A4CHORS.SEE TABLE A ON Tl f§ FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REG""REMENTS. A�FOR OTHER SUBSTRATE APPLICAIIENS SEE TABLE ON THIS SHEET, NOA DRAWING MAP obb Bums, p J*EDAS.MAMILESS THAN 1-1/2"THICK.PROPERLY SECURED,1X WOOD B ARE OPTIONAL IF UNIT IS .1FASZ LtED DIRECTLY 70 SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR G .T R.1X AND 2X BUCKS SHI=ET (V"NAJSEO)S"A43E DESIGW T40 PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DOSIGN AND INSTALLATION IS THE GENERAL.NOTES.............:.I .RESPOjJSIBILIN,QF•jHE ENGHdR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILD G OFFICIAL. EXAMPLE CONFIGS..........2-3 :4)#AWAL SUBSTRATE TO MEET. I1 TRENGTH AND THICKNESS REQUIREMENTS PER CURRENT F1,ORIDA BUILDING CODE AND TO GLAZING DETAILS............4,6 BE REVIEWED BY THE AUTHOFOt RAVING JURISDICTION. ANCHORAGE.....................6-14 -01PORL IS TIGHT 10 SUBSTRAT5,43ROUTOR OTHER MATERIAL-IS,NOT REQUIRED,IF USED.,NON-E}HRINK,NO"ETALLIC GROUT, DESIGN PRESSURES 8-8 MAX.1/4-THICQSZ49081 MK,(DQp1E BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT INSTALL DETAILS..............12-14 .jQ Idq SUBST ,JiNO TRANSPER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30A FET PAPER OR MASTIC IS ELEVATIONS.....................16,16 REQUIRED BE TiHE GROUT ANLT WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. PANEL/.SILL TYPES.........17 •Asa TABLE 8,SEE DETAILS ON SHEETS 4&5CROSS SECTIONS...I........18,19 ...... ... . WON Dtra Ap0on(Usled Bom Extartor to Interior) PARTS LIST....................... 22 rAw EXTRUSIONS.................... 03 711W Lamhaiad: LKu of 3118'HS Glass w0h.090"PVB ktarlayer PRODUCT REN111WED GSA a18'Lamhrtod LBes of iw,HB Glass wNh.0901 PVB kmda er m*Dv0yh g wllh tbs ykwW G4 ThV Lamkuled U1ss of 311W HS Gass vMOr.080'SG bled er DESIGN PRESSURE RATING IMPACT RATING A� -_r_- � ODA 9118'LaaMaOed Llaa of 114'118 daae edlh.060"SG Isla SEE TABLES 1,2 8 S ON RATED FOR LARGE 8 SMALL pw . O G5 1'Lrmkatod I.G.:3110'T Extorbr +31ir Air 8 +7118"L.embated Utes al31111•HS(Maes vdth.0110'PVa r SHEETS 0.7 8 8 MISSAE IMPACT RESISTANCE _Y� GSA f'Lemioaled LG.:114"T Extoda Ca +51111'Aire +7118'Leminalsd;(2j LNes of Sr16 HS Gtsss xtth 090 PV8 bds t '± �1,Nt a u.•1.1j. 00 11 Lamirraled LO.:3(W T EctorxaCa +3111•Air S oe+7110"Lamnated; Lkaa of 31118•HS Glass vdih90•.0SG Into a GLAZING NOTES: GOA Y Uminalsd LO.:114'T Exactor Cr +6118"Air 8 paos,+7118'LanWmtsd; UN or 3115'HS Glatt with.090'30 b "ANN"=ANNEALED d7 7111e"Lambroled:M Was of 3tiV ANN arse vAh.090'SG ba r "HS"=HEAT STRENGTHENED Y� 8 07A 118'Lamkieted: Use of 114•ANN Glatt wish.090'80 kdsd "T'=TEMPERED No.58705 GB 1'Lembaled LG.:3f18'TExledor +3111•Nr Spew•7/181 taminst MUss of 3118"ANN GNra whh.090"BG IMA r "PVB"=DUPONT.090"SUTACITE PVB GOA 1'Lamnated EQ:1W T ExlmW Ca +SNS•Alr 8 a+7118'Laminated; Lkes or VII ANN Glass w lh.000'SG hada r "SG"=DUPONT.090"SENTRYGLAS :,b : Rnwar cowSTA E OF 1d79r>crrftGluorolaue 2TGENERAL NOTES AND MAP �:�'O�'' .!`taRtaP. x t4cafHCE Ft at2>6 rsr �''!S`S/CNAI- tsll>4e01eav SERIES 770 ALUM.SGD-LM IMPACT 11/1/1ill+tty` axaA.LYNN MILLER P.E. srrerae sec pre a� iGrlQ^J4. a>:ror4unlrmlave 89�»o NT3 1 di 22 PQTOISO P.E.Osm CONFI EXAMPLE CONFIGURATIONS 1)ALLCONFI ONSNOTE�: 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX.UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL'Jve,"Jd,"Kvf OR"Kc"INSTALLATION. EXAMPLE:4-PANEL XXXX W POCKET(p)CONFIGURATION CAN BE NOM.PANEL WIDTH NOM.PANEL WIDTH PXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION PER TABLES 1-3 PER TABLES 1.3 CAN BE OXXXp. ted f 1�d 2)9D'8135°CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. MAX.UNIT MAX.UNIT 3)FOR NOM.PANEL WIDTH,SEE TABLES 13. PER TABLES 13 i Ile HEIGHT HEIGHT PER TABLES 13 iti k. ")-OPERABLE PANEL, "O'-INOPERABLE PANEL, PocxEr POCKET "p"=POCKET DETAIL LETTER -lir---� -l.r-- j%h,.—"w'=WOOD OR METAL.INSTALLATION 1-PANEL 2-PANE ® "c"=CONCRETE INSTALLATION CONEIGURATIONS CONFIGURA 1ONS SHEET NUMBER MAX.UNIT WIDTH MAX,UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7" NOM.PANEL WIDTH NOM.PANEL WIDTH DLO HEIGHT-DOOR UNIT HEIGHT-10.125' PER TABlE�S 44 PER TABLES 13 PANEL HEIGHT=DOOR UNIT HEIGHT-1.888" • • •••••• • • • • • •• Iim I a ••.••MAX.UNIT • : i �i HEIG14TT • bEIGHT • ... • • I' PER t PER TABLESsI.3.••• • ARLES 13 ••••• •••••• �••• POCKET j POCKET •••� •••• -JAI--�' �_ �47 3-PANEL tMFIG.URATIONS 4-PANEL CONFIGURATIONS • `'��" •� ••••• •••• ,-¢ ��_-Mk?� t;;0000*o-r MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES 13 PER TABLES 13 CT KEMWBU -��r--- _ d own .a o•Pic" j Q MAX.UNIT ffiSEE Aeallo� 4�'.s- MAX.UNIT j HEIGHT NOTE F-21- PER 2,THis HEIGHT _ PER TABLES 1-3 / i TABLES 1-3 SHEET. i on•'•`"Yti+ri d" POCKET l� $ Q��`t • �Eks�•�(Fp -j`r----' 5-PANEL CONFIGURATIONS CORNER,TYP. ` No.58705 (OUTSIDE CORNER SHOWN, o �` INSIDE CORNER SIMILAR) S �` =�0v % STATE >ororEprHolooroan� EXAMPLE CONFIGURATIONS :�� coRSOP.•''G�� ro+f)+8•+& SERIES 770 ALUM.SOD-LM IMPACT` ,� ss;1;1Ai;,��\` n +"� w• —'w A.LYNNIM1LLER,P.E. JR 1N1Q/f� Mr.ORAfllil/lY7aA WD-770 H� 2 -22 PCiT0130 P.EA58705 EXAMPLE CONFIGURATIONS I i CONFIGURATIONS NOTES MAX TESTED UNIT WIDTH= ' 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 3W7/1 ®98"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 300-1/4"®120"HEIGHT ! LOCATIONS USING DETAIL"JW,"Jo","Kve OR"Kc"INSTALLATION. NOM.PANEL WIDTH EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE PER TABLES 1-3 pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION -fir--- CAN BE OXXXp. 2)90"8 135°CORNER CONFIGURATIONS CAN BE A COMBINATION MAX.UNITqv- uu- /� OF ANY 2 STRAIGHT CONFIGURATIONS. HEIGHT, % / It w 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. 98 OR 120" / "X"-OPERABLE PANEL, POCKET 1 "O'=INOPERABLE PANEL, POCKET 6-PANEL CONFIGURATIONS ! DETAIL LETTER MAX.UNIT WIDTH .. WOOD OR METAL INSTALLATION ® "d=CONCRETE INSTALLATION NOM.PANEL WIDTH L—SHEET NUMBER PER TABL"1-3 i••••i ••• • i •• i DLO WIDTH=NOM.PANEL WIDTH-T • ' •..• • j DLO HEIGHT=DOOR UNIT HEIGHT-10.125" •••••• • • 1 PANEL HEIGHT=DOOR UNIT HEIGHT-1.888" I •. MAX.UNIT % / t • HEIGHT ••••'tR TAB(�S1� •• •• • % L// _ ..••. 1.::::: / i I _rte .; • •••••• 7-PANEL CONFIGURATIONS • :**Go •••• • • MAX.UNIT WIDTH •••• NOM.PANEL WIDTH PER TABLES 1-3 Qv- 1 BuHAb� MAX.UNIT r HEIGHT 0 � o PER TABLES 1 3 / M.mt' o MOO _� _.li 8-PANEL CONFIGURATIONS �r- = No.68705 .✓Li -0famed ft vex owowm15 IonTEchtwL0oromm EXAMPLE CONFIGURATIONSnow ;O�` ST,TE •''G��,�` Mve+wce�ca�a�anw //".'1ONAU�C`�� ARIES 770 ALUM. SOD-LM IMPACT 1RlQH4 way a LYNN MILLER P E cear.aP BoOs>o NTS 9 •Z2 POT0130 P,E�saios GLAZING DETAILS (G3, G3A, G4, G4A, G5 & G5A 7/16"NOM. 7116"NOM. 1"NOM. 3116"HS GLAS8 3116"HS OLASS 3116"HS GLASS 090"PVB .Doo"M2 090"SG 3116"HS GLASS 3/16'HS GLASS 74 3/,6"HS GLASS 74 318"A92 SPACE 74 82 82 j 3/16"T GLASS 83 MEMOFt 3/4"NOM. EXTERIOR �4"NOM' 3/4"NOM. GLASS I SITE �B GLASS BITE TEBITE 80 EXHL� ea a 79 55 7/16'_ 'LAMINASTED GLASSPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5 9416"NOM. 0 0 9/16"NOM. i V NOM. • •••••• 114"a G %SS •• •• 114"HS GLASS 3116"HS GLASS 0000• • • PVB 0000• 090" • 090"PVB .090"SG 3116"HS GLASS- 0:0 0 • ••••— • •• — 114•,H.S;L GS • 74 114"HS GLASS 74 6/16"AIR SPACE 74 •0000• UVT GLASS • • 82 0 • 82 0000•• • • • 83•• • 0 a 314"NOM. 3(4"NOM. 00000 EX 0 a 0 0001, •0 0 BITE a GLASS 56 S 314 "NOM. GLASS •• EXTERM BITE e, B, a 79 movicritilIMIM ,� a►,a.x•V C2o 128 11 9/16"LAMINATED GLASS,TYPE G3A 9116"LAMINATED GLASS T PE G4A 1"LAMINATED I.G. GLASS,TYPE G5A Mfa"s Daae Proa+x+Ctmu0T7 GLAZING NOTES: LYNN 44/( "ANN"=ANNEALED \` ��• VIcENSF'•�6p '� "HS"=HEAT STRENGTHENED "T"a TEMPERED *' No.513705 "PVB"a DUPONT.090"BUTACITE PVB "SG"=DUPONT.090"SENTRYGLAS ` 759W. Dow FA bbw 100TH w0t00ro" GLAZING DETAILS :,�,��. •.FLORIDA. '�r�; N vi�xx,Fc ux7a ,+� SERIES 770 ALUM.SGD-LM IMPACT �/�p��J��jALtaftoulft JR 10/1LVf4 Curr.OF�ami 02MI sc0 i>o NT3 4 s 22 a�0r POT•0130 m `iC�[[TFIA P�• GLAZING DETAILS (G6, G6A, G7, G7A, G8 & G8A 1"NOM. 7/16"NOM. 1"NOM. 3/16"HS GLASS 3116"AN GLASS--\ 3/16'ANN GLASS .090"SG "� '0917,SO 3/16"HS GLASS .090"SG 3116" NDN GLASS- 3W AIR SPACE ra 3/16"ANN GLASS 74 316"AIR SPACE r4 3/16"T GLASS 3/16"T GLASS 93 82 63 EXTERIOR _ 3/q'NOM. Wr314*�NOM.314'NOM. GLASS 50GLASS SITEBITE EXTERIOR E TER R96 if7879 55 1"LAWNATED I.G.GLASS TYPE G6 7/16" LAMINATED GLASS,TYPE G7 1"LAMINATED I.G.GLASS,TYPE G8 ••6 . . 00 0•••0 •• . ;NQ�i• 9116"NOM 1"NOM. • 3/16"HS GLASS 3116"ANN GLASS ••••• •t1BQL •••• 114"ANN GLASS 090" • *:*a 3116A GLASS • ••• 090"SG 3116"ANN GLASS- rd 16- LASSrd16"AIR SW • •• 14 114"ANN GLASS 74 6116"AIR SPACE 74 ••••*1/4"TGLM$• • I 1/4"TGLASS • • • 62 • 63 0060• • • • • • • 3!4"NOM. • • • • • 314"NOM. EX 6LASS 314"NOM. •0.6 • GLASS ;SITE 6e GLASS • • Ex7ERIOR BITE SITE •••• _ EXTERIOR 81 79 i 54 79 6S as�_�„RlhhdwFlorida Awflitme•w o 1"LAMINATED I.G. GLASS,TYPE G6A 9116"LAMINATED GLASS,TYPE G7A 1"LAMINATED I.G.GLASS,TYPE G8A Mimi GLAZING NOTES: `` �V LYNN � /� "ANN'-ANNEALED '��CENSF'. S "HS"=HEAT STRENGTHENED "T'a TEMPERED ZNo.56705 '?W-DUPONT.090"BUTACITE PVB "SG'=OUPONT.090"SENTRYGLAS fl = S p« ro7oTectrNOtosrcRn GLAZING DETAILS -�„%'•, �CTan, H 14SNK r�17,17717 m” �� ;cs',S/ oaia ��` N;W, nowlard 4aoaeon SERIES 770 ALUM.SGD-LM IMPACT 1"414 ,QNAI �,��` r�e•nr em aow0"a •"c A.L31b1141111�1t,P.E. ana14 Q10r CERT.OFAW.W.#21=0 .9t�o nn N7S 6 d 22 PGTOl90 PxE#65705 I, TABLE 1: TABLE 1A. Design Pressure(DP)and Anchor QuantWas Required,(for all approved Maxknum DP for all sizes:+80 140 SUI He fight to Max.(+)DP conliguradons on Sheets 2&3) "ay be limited by Table 1A) (Water��Rating) For comer astragal anohorage on S0'or 1351 comer anileign .see sheet 11 SRI Meer Halghl Ooor Unh Hel hl (Flat or Box,see Pressure. uressure. Table applies to Glass Shat 1 W Types 3,3A,5,6A,7,7A,8 W71 Flush-1-117' see note 3 &8A and the Stile/Astragal Group Anchor Group Anchor Group types shown below' 1 2 3 4 1 2 1 3 1 2 3 4 1 2 3 4 blur._- ir Hes + + + + + + + + + + + + Hi -N' +00-0 N. DLO Jamb 8 8 8 6 8 8 8. 8 8 8 8 8 SEE NOTES 1.3 7— P-hook 6+7 8+7 8+7 6+7' +8 7+8 7+8 7+8 7+8 7+8; 7+8 7+8 7+8 7+8 +8 +8 „ FleadlSRl C4+1 C4+1 +1 04+1 C4+4 +1 C4+ +1 C4+1 04+1 +1 C4+1 C4+1 C4+1 C4+ C4+1 jm jm 30' DLO Jamb 8 8 8 6 6 S 8 8I 8 8 8 8 P- 8+7 8+7 6+1 6+7 7+8 7+8 7+8 7+8 7+8 7+8i 7+8 7+8 7+8 7+8 7+8 He"SlO C4+1 04+1 C4+1 04+1 C4+1 C4+1 1 C4+1 C4+1 +1 C4+1 % C4+1 C4+ 04+1 CO a O Jamb 8 8 8 8 8 8 8 8 8 8 J--B S 8 8 P-hoots 8+7 6+T 8+7 fi+7 7+8 + 7+8 7+8 7+ 7+8 7+8 7+8 7+8 7+ OH LENGTH Head181R C4+1 C4+1 C4+1 C4+1P+2 C4+1 C4+1 C4+1 C4+1 C4+1 1 C4+1. C4+1 C4+142" t 0 8 8 8 8 8 8 8 8 8 8 8 8 8 8 O P hook 6+7 8+7 6+7 6+7 7+6 7+8 1+2 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 4H RATIO 21 41" •H IR C4+2 2 C4+2 C4+2 C4+2 C4+2 44+2 C4+2 C4+2 C4+2 CA+2 C4+2 C4+2. G4+2• 4� ttamtt a 8 8 8 8 8 8 8 8 8 8 8 8 O • •o -hook i7 8+7 6+ 7+8 7+88 7+8 7+8 7+8 7+6 7+8 7+ 7+8 7+8 FOR PIIc4Nri gFiNG TABL ,SEf SHEET 7. • • • • OH RATIO it OH LENGTH •• S • •••••• OH HEIGHT 1 j POSITIVE R9138BL1kS IN TA%tga I ARE BASED ON THE USE OF THE 3-1/4'SILL. •2). AEN USING THE t-112'SIGL•.POM?rIVE WATER DP 0 46.87 PSF MAX.WHEN USING THE 3-114'SILL,POSITIVE WATER DP IS •M@oPSF MAX.W46N USING TNS V.61LL,POSITIVE WATER DP IS 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE DLO WIDTH TABtf.1A. '•. .• '••*0' NOM.PANEL WIDTH-7" •S)W. -114'AND 2-112'SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND MUST ONLY BE USED MERE WATtA RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY DLO HEIGHT o SE 05EDN^'OOR IS P'ROTMTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLOMDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.126" ADJACENT AGRAM);THIS SONMITION IS NOT RATED FOR.WATF-R INFILTRATION. #),W SHEET$SQ-t4 FOR AIOgW RVE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT= 6)DOOR.SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. I DOOR UNIT HEIGHT-1.866" 6)JAMB ANCHM OM SPECIFIED AS THE TOTAL QUANTITY.DIVIDE BY 2 FOR PAIRS TO BE INSTALIrED. r' Straight Astragal Lockstfle 0 9 Astragal sN ® 135'Astragal Lockstile 0 Interlock P-hook Lockstile @ Jamb Assembly Strdlght Astragal Assembly 901 Astragal Assembly 135'Astragal PRODUCPRENSWED as oomph"whit the Florida Standard Stiles Standard Stile StandardStRe Standerd.Stile Standard Stile Hes%q-dutyStfle Heavy-duty Stile Heavy-duty Stile Heavy-dutyStlk6uadtat;Codel e Standard:AstragalInside Outside Comer Outside Corns 66capasna No COrnef ~Ylkura yt-YN q+r W' 'ZIM Inside Co Corner OuW :` l � corner �: Part 860(Stile} Part 861(Stile) Part 8119(out.) PGR 062(Stile) No.58705 Part 1160(x2) Part 860 ZOO Part 867(Astragal) Pert 860 Part 0118(Corner Part 4120(M.) Parts 831&832 Part 461 - _ Receiver) (Corn.&Fxd Mount) v5 7AT[: • wm�c+n+oloornalvs DPANDANCHORAGE =.'� ''..f"LORW ''�N 3w—Ismsz, 27 SERIES 770 ALUM.SOD-LM IMPACT 161r}Mq r800 • °r'a.rw A.LYN1WA1LtER,P.E. p ` ceRrawAtrJltrtmaa soano NTS $ Pti71Di90 P.easeros TABLE 2: Design Pressure(DP)and Anchor Quantities Required,(far all approved configurations on Sheets 2&3) Maximum OP for all sizes:+60 t-80 For comer astragal anetarege on 90•or 135'comer uNts,"a.sheet 11 1 (May be llmaed by Teale 2A) Table apples to Glass Types DW!bait Hiellim 102' toe' 1 4,4A,S.GA,7.7A, 8 a SAWW DLO 716 7 1- O 9•I 1106-110'171.0 wW the SNI*I Astragal types r r Anchw u shown below. 1 1 2 1 3 4 1 2 4 1 2 9 4 t 2 3 4 1 2 4 2 9 4 1 2 3 4 1 2 4 H"Mill C4+1 04411 + + r ♦ G♦ a + + + + + + C4+ a + + + + + 24' DLO Jamb a 8 8 6 e 8 a —S—i 5 a a 8 E 10 t0 10 10 10 10 t0 10 t0 10 10 10 10 1 t0 Paaok a+7 6+7 + : 6+7 7+E 7+E 7+6 7+6 7+8 7+8 7+ 7+8 7+6 7+6 7+8 7♦8 8+9 8+D +8 8+9 8W 6+9 6+ 8+ 9+40 9+10 9+10 9*t 9+10 9+10 9+10 9+10 Head/Sill 040 CM4 G+1 G+1 040 G+1 EM ow G+t G+1 + G+t EM G+1 04+ +1 G+1 C4+1 GH GH G+1 G+1 Gt+) C4+1 G+1 +1 C{N rt W+1 Gt♦1 Gal +1 30• DL Jamb 8 8 8 6 8 a 8 E 8 8 8 6 8 H :8. 1 t0 10 10 t0 10 t0 10 1 0 10 t0 1 10 10 P4" 8+7 6+T 6+7 6+ 7+8 T+8 7+8 +8 7+8 7+6 7+8 7+8 7+8 +8 7*8 7+6 8+9 e+9 0+9 8+9 8+9 8+9 af9 Sag +0 r 0 W10 9+10 9+ 07+-10 9410 sd1S01 G+1 +1 t GM 040 G+1 C4+1 04+1 1 + +1 G+1FO4+2 G+1 04+1 +1 G+t G+1 G+t C4+1 GH 1 Gat C4+1 G+1 C4+1 G+ +1 G+1 CM1 00 38" DLO Jamb 0 6 8 8 8 a 8 a a 8 8 6 0 10 10 10 1 10 t0 10 10 10 t0 0 10 10 10. 1 10 P hook 6+7 0+7 0+7 8+7 +a 7+6 7+8 7+a 7r8 7+8 7+6 7+H +e +8 8+9 8a9 6*0 0 E+9 8+8 .8+9 B+p 9+1 9+10 9+ 9+10 9+10 9+10 9+10 9+10 SIA G+1 Gri Gfi 04+1'=-I Gt1 1 G+t G+/ Gat 1 +1 G+1 G+ G+1 Gf1 i Gr1 *.1 CA+1 G+1 G+1 G+i G+1 t C6+1 0641 C4+1 Gt1 1:5+1 C6+1 {2• ao Jamb 8 8 6 8 0 6 8 8 0 8 8 8 6 8 8 10 1 10 i 0 10 t0 /0 1 10 t0 10 10 40 10 —id - 01.0VHN:"M 6+ 8+110+7 8rT T+ r6 7ra 7+8 7+8 7+H 7+6 7+a 7+E 7+8 7+0 8+ 8+9 8+9 8+8 8+9 8+8 8+8 8+9 9+10 9+10 8+10 9+10 0♦10 8+10 10 9+10 G+2 G+2 G+2 G+2 G+2 CM2 CM2 Gr2 G+2 G+2 G+2 G+2 CM2 G+2 G+2 04 G+2 G+2 G+2 G+2 CA+2 C6+2 2 G+2 Cti+2 2 C6+2 C6+2 C6+2 Cert CSa2 4a• 411' H"811- Jamb8 8 8 8 8 8 e 11 0 8 H E 8 a t0 t0 t0 10 10 10 t0 10 10 0 10 10 1 10 10 10 8.7 6+7 6+7 6+7 +8 +8 7+8 7+8 7+8 7+6 7+8 7+e 7+8 7+6 1+8 7+a 8+9 8+9 9 $49 8+9 8+9 8+9 9a10 9+10 9+10 9+10 9+10 9+50 9+10 9+10 G+2 G+2 G+2 G+2 G+2 G+ G+2 G+2 +2 C4+2 G*2C4+2 C4+ CM2 01+2 C4+2Dl06.. 0„ 8 8 a 8 9 a 8 a H 8 a 8 8 6+7 8.7 8+7 8+7 7+8 7+E 7+8 7+8 7+8 718 7+8 7+8 7+8 7+a 7+8. Npf 8V8ii9�19 in(iTe99 BiZAs 67 G+2 G+2 G+2 Gat +2 Gr2 G+2 G+2 G+ G+2 G*2 G+2 a2 2 CS, t1o' l0 • Jamb • 8 8 a 8 8 8 8 a 6 8 E 8 8 8 8 • 6+7 +7 047 1+8 7+8 7+8 7+8 7*6 + 7+8 7+8 7+8 7♦8 7+8 •"'• = EXAMPLE ON SHEET 9 • POSITIVE,PP•fR�gSSURES IN TABLE 21ARE BASED ON THE USE OF THE 3.114"SILL. DLO WIDTH a ••2)WHEN USING"Tk1E.2-112"SILL,*MIATIVE WATER DP IS 46.87 PSF MAX.WHEN USING THE 3-114"SILL, TABLE 2A: NOM.PANEL WIDTH-7" ••PM"VE W�1F•I;�P IS 80.0 j-SF y%X.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX Sill Height to Max.(f)DP OH LENGTH +— DLO HEIGHT = ••(NB®ATIVE PRES. NCHANN3GD�.EEF TABLE 2A (WaterinNGatian Rating) DOOR UNIT HEIGHT-10.425• J,3-114"At";&W$ILL HEJgIIV ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1l2": 849 Riser Height SILL IS NOTIWD MUST ONLY BE USED WHERE WATER RESISTANCE 13 NOT REQUIRED.MAX. (+)Design L ••WdTIVE DEMA 71RESSUREWItWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY (Flat or hoz,see Pressure,pat OH RATIO 21 PANEL HEIGHT= Sheat 17) DOOR UNIT HEIGHT-1.888" AN OVERHANG'COMPLYIN0WITIel"E CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITIONiIS r o a ef4T•RATEDeFOPwWATER IN1964;AMN. Flush see note 0 ••4)SEE SHEM10;1'4 FORWI-19PPE SPACING,EDGE DISTANCEAND EMBEDMENT INFORMATION. Low-2.412'" +48.67 • 5 DOOR SIZE TO COMPLY WITH CURRENT FOC EGRESS REQUIREMENTS WHEN REQUIRED. Medium-3114 +60.0 ••b�UmB ANQFIORSARE SPECIFIED As THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE High-4" +80.0 •••• SEE NOTES 1-3 OH RATIO=OH LENGTH INSTALLED. OH HEIGHT THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2 SEE SHEETS-21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. Interlock P-hook Lockstile @ lamb Straight Astragal Lodistl)e 0 90'Astragal Lockstile P 135'Astragal Lockstlle 0 PRcmCTRENHWFD Assembly Straight Astragal Assembly 90•Astragal Assembly 135'Astragal in camplYMe wllh on Florid Heavy-duty Stiles Heavy-duty5tile Heavy-duty Stile.. Heavy-duty,Stile Heavy-duty Stile He •dutystlle Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Inas• Aoceptsrwe Tlu side Standard Astragal Outside Corner Outside CArner Ctxner ` .+-'MJ.�i', 'rad Dade qol � Inside `��`�aNY LYNN��r�r��i InsldeCorner-I I corner Winer ;� �•.• y10ENSF p �� Part N61(Stile) Part N61(Stile) Pert#119(Out.) Part#61(SHIe) 14o.60705 * r Part 061(x2) Part 461Part 061 part 067{Astragal) Part 961 part Nils(corner part 0120(ln.j Parts N31&032 Part 061 liecelver) {Corn.&Fxd Mount} e� c lora rtaaraeotoorowve DPANDANCHORAGElwiw. am vow �eoRlop.• It%rano;a a42ra t* 'q ........��y�. �, SERIES 770ALUM.SGD-LM IMPACT ., N��A�1]..�� DAN •0Y1 O1"'rr*A A.LYNN Mlutt4`P te. DAW JFt iQW/!9 Mr.Of 8001770 NTS 7 •2Z PGT0120 P.E.N58706 TABLE 3: TABLE 3A: Design pressure(DP)and Anchor Quantities Required,(tor all approved conflgursdons on Sheets 2&3) Maximum DP shown below SIZE Height to Max.(+)DP For comer estregal snchoregs on 80•or 138•comer units,see sheet 11 (May be limited by TWO 3A) (Water 0111tration Rating) Door Urst HeIght 8111 Riser Height loir Tame applies to Glees Types 4.4A, 8 84 I 90' 102' (Flat Design (For Box,see Pros Design lis( H.HA,T.7A, 8A SA and The Stlla! Astrtyp agal es sham below. ne or her ne r#C nc Sheet 17) 1 2 3 4 1 2 8 4 1 2 3 4 1 2 3 4 1 2 9 4 t 2 4 Flush-4- " see note 3 Low-2• + PAUSW +- + + Medium-s-1/4" +80.0 24' 17" HeafYBel G+1 C4+1 C4+1 C4+1 C4+1 G+1 C4+1 C4+4 C4+1 4+1 C4+t G+1 04+1 C4+1 G+t C4+ G+1 C4+1 C4+1 C4+1 +1 C4+1 C4+1 G+1 4 +90.0 DLO Jamb e e 8 8 6 8 8 8 8 8 8 �e 8 8 8 10 10 to 10 10 10 t0 10 SEE NOTES 1-3 P•hook H+7 8+7 6+7 6+7 7+8 7+8 7+e 7+8 7+8 7+8 7+8 7+8 +8 7+8 7+8 7+0 6+9 8+9 8+9 8+8 8+9 8+9 8+9 8+8 Fh►saera +/.000 f +1-02.6 f +1.76. f 23' HadlSis G+1 C4+1 C4+1 C4+1 04+1 04+1 04N C4F1 C4+1 G+1 C4+1 C4+1 +t G+t C01 04+1 G+1 C4+1 04+1104+1 C4+1104+1 C4+1104+11 Nr DLO Jamb 8 8 8 8 8 8 8 6 .8 8 9 E 8 8 s 6 10 t0 t0 to 10 10 10 40 P•hook 8+ H+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+ 8+ 8+9 8+9 8+9 8+9 8+ 8+9 rmtP7-h-CK* nsme +/-00.9Pat +! lief +/-76.0 at �. ell C4+1 G+1 C4+2 04+2;C4+1 G+1 04+2 C4+2:C4+1 C4+1 C6+2 2 G+1 C4+ C6+2 C6+2 C4+1 C4+1 C5+1 C6+1 C4+111C4+1 C5+1 C5+t IL DLOb e 8 6 8 8 8 8 8 8' e e a e e 10 8 10 10 10 10 10 10 10 10 6+7 6+7 8+7 1 6+7 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+6 1 7+8 7+8 1 8+8 1 8+9 8+9 8+9 8+8 8+9 8+9 8+9 1 8+9 1 8+98+9 Design Proeaurs +/40.0psr +l42.5pel +/-75.0 psf OH LENGTH �-+- 4r 3e" mucy5li 04+2 C4+2 G+2 04+2 04+2 C4+2. 08+a C6+2 C5+2 C8+2 C6+2 C6+2 +2 C5+2 C5+2 C5+2 C6+z C6+2 C6+2 C8+2 C8+2 C6+2 06+2 C6+2 DLO .Iamb 8 8 8 8 8 8 8 8 e 8 10 a 8 8 10 8 10 10 t0 10 f0 1 10 1 10 1 10 P4" 6+7 1 7+8 1 7+8 7+8 1 7+8 1 7 7+8 7+8 7+8 8+8 8+ 8+8 8 8+9 6+9 6+9 8+9 8+9 8+8 e+9 8+9 1 848 1 8+8 1 8+8 FU SSI euro +/90.0 psi Sea Nob A babHc +1.82.6 f +!•76,0 sf � }{� OH RATIO x 1 • = 2255 • •4.8 41-••• NaaN8il1 • G 4+2 C 2 06+2 C4+2 C8+2 C5+2 C6+2 CS+2 Cb+ C6+2 C6+2 C5+21-C,5+2 C5+2 C6+2 C6+2 2 C8+2 06+2 C6+2 C6+2 C6+2 C6+2 p • DL b 8 s 8 6 10 8 8 8 10 8 8 8 10 8 10 t0 70 10 SO 10 t0. 10 ••••P>Rloolk 7 7+8 7+6 7+8 7+8 8+8 8+9 8+9 8+9 8+9 8+9 6+9 8+9 5+10 9+10 9+10 +9 9+10 9+4D 9+10 8K 9+10 9+1D 9+10 EXAMPLE ON USING TABLEp SE SHEET 7: NOTE A+/.gp.0 PSF FOR GLASS TYPES 4,4A,8,8A,7A, 8&SA; +1-87.1 FOR GLASS TYPE 7 • TES: ��yy��•y�ll jjf **0066 OH LENGTH •1)iNit�EN LISINGTFIkr11t Sdolb 8iI E WATER DP S 46.87 PSF MAXED ON THE USE OF THE "SWHEN USING THE 3-114"SILL',POSITIVE WATER DLO WIDTH= ON RATIO= OH HEIGHT •Q.9 yS.60.0 PSF W6%.WHEN U8114 JW 4"SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES NOW PANEL WIDTH-7" UNCHANGED}r SEE TABLE 3A.• • DLO HEIGHT_ • �e2-114".AW2 t/2•SILL H.EI at'MVARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND DOOR UNIT HEIGHT-10.125" MUS?ONLY BE USED WHERE4"T£R47ESSTANCE IS NOT.REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN •Vj"3 MAYJ3E LWD WHEN•TA=PR I8 PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT= •BUILDING CODE�SEE-ADJACENT DIAGRAMr THIS CONDITION 18 NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.808' • )SEE SHEE u i0A FOR ANtHQA1%E SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. •t1YVMR SIZF,1Vl`MPLY WITRCURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED, 6)JAMB ANCHG150DAKE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED, THE FOLLOWING STILE&ASTRAGAL TYPE8 SHALL BE USED FOR TABLE 3,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. interlock P-hook Lockstile 0 Jamb StraightAstragal Lockstl a tP 90'Astragal Lockstlie V 135"Astragal Locksule Assembly Straight astragal Assembly 90'Astragal Assembly 135'Astragal GO rIiortas Heavy-duty_StNe4 Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile H -duty Stile Heavy-duty Stile Heavy-duty StUe Heavy-duty Stile Bu<ldfey4bde14 opapi ins Aatpuw A0o Heavy-duty Astragal. Outsid Corner Outside mer Comer Aaiwyid UW lnskl =311 � `�."PNY LYNN My inside nen Corner Ou �� yCENgF !F9 Carver :' PartNbi(SUIe} Part�(ff6G1(Stite} Parttf119(Out.) Part#61(Sills) *;' x,58705 Part 062(x2) Part 061 Part N61 part 068(Astragal) Part 061 Part tI118(Corner Part A120(In.} Parts N31&Q2 Part 861 Receber) (Corn.&Pxd Mnunt) Ift. so vow 11 a.e•sm �' A E ` DPANDANCHORAQE ' ' s.:Fconio!`.•'�� ,J,re ff00 SERIES TTQALUM.SGO-LM IMPACT JR IWW14 QERI OFMRN X0000 900ti7/0 NrS 8 •22 PO 130 TA LYREA 65705 NO FRAME '7+8"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER SEE JAMB (7)P-HOOK ANCHORS, MAX.UNIT WIDTH "-`—` DETAILS,SHEET 10 REQUIRED SEE'C6"CLUSTER SEE"C5'CLUSTER DETAILS, SPLICE (PERPENDICULAR TO GLASS FOR ASTRAGAL EXTERIOR PLANE DETAILS,SHEET 0 FOR REQUIRES"C6' SHEET 10 FOR INTERLOCK NOTE, " )SEE TABLE 2,SHEET 7 24'MAX.O.C. THIS POCKETS AND INTERLOC �"NOMI, CLUSTER,SEE SHEET ";', SEE POCKET 8)p}qpK y ( PANELWIDTH DETAILS,SHEET 11 x x ( r-- - x x —r\ x x x 8'MAX " JAMB MOUNTING I xx x �x x x x x x INSTALLATION, ADAPTER I 6•MAX �o}-E x x x x x x x x x THIS SHEET ANCHORS MIDWAY L x x 13"MAX '� &SHEET 14 BETWEEN P-HOOK �OI 4 PAIRS OF ANCHORS&AT 3" I ' x-FRAME x ANCHORS ` FROM TOP& t 1.... 0 0i ANCHORS 98" (TOTAL 8 r.. I- - 21'MAX. BOTTOM ta• I UNIT ANCHORS) 4.051 MAX.TO OPENING i O'C 6 r 14•MAX O.C. (�s=P•HOOK -�l.. HEIGHT O'C' PER JAMB EDGE OF POCKET SEE I ,� I Q ANCHORS x (SEE JAMB INSTALLATION c `a NL DETAIL DETAILS'Jc'&Xe, I> �DI M0-P-HOOK 10 END PANEL SHEET 14&PART m Wi i ;D MOUNTING x 24'MAX. ANCHORAGE DETAILS'J'&'K', I "i O 3"MAX, ADAPTER (2 ANCHORS) SHEET 19 FOR j a ANCHORS O.C. •• p.HOOK - "+2" +2x - x",+2" END PANEL ANCHORSEND PANEL xKx ANCHORAGE x "MAX. ANCHORAGE(SE E X1 x xx SKETCH BELOW) (SEESKETCHBELOW) ANCHORAGE •• • CENT&gL�vt • W�•,TYP. ANPHORAGE ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 • 2.04' •24iwx • • i • •EXAMPLE:6- EL 2 TRACK 90.OUTSIDE CORNER- XXO O'•EXT.MOUNT POC ANCHORAGE PLAN: • O.C. •�•• &r x 96"NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET t) 6. SPLICE NOTE: ••• • •• •• ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL ANCHORS MAY BE ADDED •••• •• •• 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 AS NEEDED TO ALIGN THE • • 2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3.SHEETS 8 8: EXTERIOR HEAD OR SILL IF A SPLICE • ••6% CENT�••••�•OF HEAD&SILL:8"MAX.FROM FRAME CORNERS..USE SPECIFIED CLUSTER FROM 21" OCCURS AT THE P-HOOK. • •1qp •, INTERLOC APPROPRIATE TABLES,SHEETS 8.8 AT EACH INTERLO AND STRAIGHT AND CORNER MAX • SEE"•C6"•(�USTER ASTRAGAL LOCATION,PLUS SPECIFIED QUANTITY OF ADITIONAL INTERMEDIATE O.C. • H • • DETAR�MEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"O.C.''11 IMUM • • FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLry Q`'`""" 6.54" • •• • • '+2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOF • CLUSTER IS OVER 24".OTHERWISE ANCHORS ARE NOT cswewn•� 6"MAX. C. 3.5" REQUIRED AS PER THE FIGURE AT RIGHT- crow"a CENTERLINE JAMBS&P-HOOKS:6'MAX.FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR 2-TRACK OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR'QUANTITIES FROM ArROPRIATE TABLES,SHEETS 6-8. SEE FRAME JAMB P-HOOK ANCHOR DETAILS ON SHEET 14. PAl�U�RifZt�wHD A +2"ANCHORAGE SEE"Cb"CLUSTER END PANEL "R lgy'd NCHOR P REQUIRES R bultidi•sC',de A� "C6"CLUSTER,SEE �+—CENTERLINE DETAILSoli ,SHEET 10R I._CENTERLINE ANCHORAGE Aee"wagN• l4 • DETAILS,SHEET 11 1 INTERLOCK FOR ASTRAGAL I gSTRAOAL (2 ANCHORS) MAX.8. �2 4 j • ' 4.051" I 3.5" I Ay 1 • �' • • • LYNN CENTERLINE CENTERLINE CENTERLINE No.58105 E XTERIOR -� I'`OF PANEL 3 �+ ANCHORAGE 1 OF PANEL S "+r'4NCHORAGE OF PANEL 8 Zr,SHEET 11 FOR OTHER INTERMEDIATE.ANCHORS •"xr�rrx CHORA rexxawocooro>av>� ANQE SPACING&EXAMPLE PLANS lom %cAk ��' .,FLORIOP,• ��',` M FL 342M SERIES 770 ALUM.SOD-LM IMPACT ss 0`NM- (arNeateoo A�.i4bM JI2 fa�fOVit aeK CERLOFAUIR#29 , ® sanrro NQS A •22 •.*. POT0130 •� PEi158705 ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR ( (FOR SPLICE ASTRAGAL OR SPLICE LOCATION B"OIAG. 2.04 INTERLOCK IF NEEDED INTERLOCK-1CONDITION,USE INTERLOCK IF NEEDED 2.04" « CENTERLINE I CENTERLINE "CB"CLUSTER DETAIL) CENTERLINE I –+ 3.5" 1.75" Ell 8"DIAG. 3.5" 21" MAX. 2.04' O.C. 2,04" 2.04' 21" Er f I T 5.84" MAX. EXTERIOR 3 6" 7" EXrEAIOR 4"DIAG. 7« EXTERIOR ,J'� « B"MAX. 10 &TRACK FRAME HEAWSILL I/ 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEADISILLE 15.14« db ASTRAGAL OR INTERLOCK Q!ASTRAGAL INTERLOCK 4iASTRAGAL OR INTERLOCK �r2-TRACK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE'S CLUSTER 8'MAX. ANCHORS ARE REQUIRED,-04-) ANCHORS ARE REQUIRED,"C51 ANCHORS ARE REQUIRED,"C8") ANCHOR P FRAME B 1 4 TRACK ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAG. FRAME JAMB ININERLOCK IF NEEDED INTERLOCK CONDITION,USE INTERLOCK IF NEEDEDEXTER� ANCHOR PAIR 3.5" • CEItreltu a CENTERLINE 08"CLUSTER DETAIL) CENTERLINE 2.041 `ry� g ••••• t •• • 3:5. • 3.5" 7" ANCHORS MAY BE INSTALLED s • - 21" EITHER.IN THE EXT,OR INT. •• • •••••• 2.04' »DlAG. MAX. TRACK(INT.SHOWN) ••.• 4.08" 4.08" O.C. ••• •••••• In R 2.04" I •: 8.64 NOTES: 1.ALL.DIMENSIONS SHOWN K►R ••••• " •••• RI 7' 4"DIAG. 1 R 4'-35« ARE BASED ON MIN. 3-TRACK FRAME:�EAplBILL � 3-TRACK FRAME HEADISILL � 3-TRACK FRAME HEADISILL �MAX. ALLOWED. •••• GAL O OCK a ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK 2.FOR HEAD OR SILL SPLICE • .�(�ISINHERE 44 CL� (USE WHERE 5 CLUSTER (USE WHERE 8 CLUSTER 13-TRACK FRAME JAflA6 LOCATIONS/ANCHORAGE R7 ANCHO S ARE RtOUMP,"C4") ANCHORS ARE REQUIRED,"C5") I ANCHORS ARE REQUIRED."CB') ANCHOR PAIR P-HOOK SEE SHEET 8. ASTRRGVOR SPLICE LOCATION ASTRAGAL OR I ASTRAGAL OR (FOR SPLICE FOR SPLIIONS ED ON INTERLOCK--1 (F NEEDED INTERLOgC� (FORSPLICE i INTERLOCK F'� CONDITION,DO NOT CONDITIONS pNI Y: CENTERLINE I CENTERLINE I CONDITION,USE USE THIS DETAIL) SPLICE LOCATION I « C8"CLUSTER DETAIL) CENTERLINE IF NEEDED 1 13.5" —� 3.6« 3.6" 7" 3.8" 2.04" 4"DIAG. 2.04' 4'DIA 2.04" earpfYE+1l qAdjg'0 Ft`"W° auilel�Ued• ��Q Aaoepl�•H• ..'"�1F1.Gid S� 2.04" 8.3.7"DIAG, 4"DIA c T 4.08" r 7 7. 3.5" aCeN.S.F.MzTe EXTERIOR FXr FioR 35 I' 4-TRACK FRAME HEAD/SILL [j 4-TRACK FRAME HEADISILL 15 4-TRACTS FRAME HEADMILL 90 ASTRAGAL OR INTERLOCK 90 ASTRAGAL OR INTERLOCK A ASTRAGAL OR INTERLOCK = *: No.58705 (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 8 CLUSTER ANCHORS ARE REQUIRED,--8'7 ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5') WITH&WITHOUT SPLICE CONDITION -ly',CAI (f.S a•.p«" :�(�'• •ATE F �G/` aarvE ANCHORAGE EXAMPLE CLUSTERS ,,XNF�,•.!�coRib�. G`' . �n ao raao SERIES 770 ALUM.SGD-LM IMPACT ' ar o..ro s��NRL� TS s At es P,P.E. JR 10116114 CERT.0 soo'm 73AN sm ` 2.04" 2.04' INTERIOR 2.04" INTERIOR 2.04" NOTES: INTEWOq INTEWOR r, 1.ALL DIMENSIONS SHOWN 9.94' ARE BASED ON MINIMUM 6.12" 4'DIAG. 8.12" 4"DIAG. 3.b" 3.5" ALLOWED. 7• _ 2.DETAILS DEPICT ANCHOR INTERIOR INTERORQUANTITY AND SPACING, 0 3. 3 I R 1 EXTERIOR7ER 1, ° AND WOULD BE IDENTICAL TeRta xteRx>R 4'DIAG. 4"DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. 3.5" RIOR 4' 3.5' 4" 3.5" " EXTE "*1"ANCHOR 2.04' xTE ERIOR 2.04* 7E�(iER 2.04" xTTERIOR a" 2.04' r 4" 8.94" .90°CORNER 90°CORNER 135° RNER 135°COBHER 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL CENTERLINE (USE WHERE 4 CLUSTER (USE WHERE 5 OR 8 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 8 CLUSTER OF PANEL ANCHORS ARE REQUIRED,"C4" ANCHORS ARE REQUIRED,"C6°) ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") 4.08" "+2"ANCHOR 1NTERlOR • • I ExTEWOR lNTERKNi 4 •••• NVTERIOR•••4"• • 3.5" KTgBIOR 7.41' • '+l'ANCHOR 2.04" 4"DIAG. ••.• •• 7" 136° RIOR 3.5' i CENTERLINE •. : ; 3 I �5.:. OF PANEL. i••11118" COW "+3"ANCHOR •••• •• 7" • CENTERLINE ••••• •• 3 4r •• • 4" 3 5• OF PANEL 2.04" 4"DIAG. ....: XTER 7• ••• Exrewoa 7" 4" ON +2"ANCHOR • • 9 °CORNER•••• 135'CORNER x&( VIEWS 7" ••••• 3-TRACK FRAME 3-TRACK FRAME HEAD/SILL V CENTERLINE •• ("C�" QHQR CLUST�R REQUIRED OF PANEL ' AT ALL 3-TRACK�CpORD S ( •!ICHOR CLUSTER REQUIRED 2-TRACK FRAME HEA01SILL ••.• R ) AT ALL 3-TRACK CORNERS) 4"DWG-. 000000 • • INTERMEDIATE ANCHOR LAYOUT Nr t5' INTEAlog 2,04" —F -.- __. 3.5' —� 4• ERroq IN�� . " i ��O F PA NEI !MSl� 135° 04" °+3'ANCHOR .i. OlY1,111111WWF� �p �py� .R A"w� D •/ Wg11M FIm161 6.12" 4'�1D w. 6.12" i 4.08" aaewHn 7" E IOR & zz . 204. 3 - kyE D+Mc kf. qm • 3.5" EXTERIOR 7" 4 DIAG. ERroA 4" 2.04" 3 5" I CENTERLINE 90°CORNER ° OF PANEL .` 't` • ' !F 136 CORNER ��c>=NSF '••.9 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEADISILL ' ('C8"ANCHOR CLUSTER.REQUIRED 4 TRACK FRAME HEADISILL (C8"ANCHOR CLUSTER REQUIRED No.55705 (3-TRACK AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) INTERMEDIATE ANCHOR LAYOUT (3-TRACK SIMILAR) +tel' jam-=SWC' ft"wiv Dow ,mow cx rawwr ANCHOR40E EXAMPLE CLUSTERS ;��''•. F�aRloo,. 'C2� : IwAaw, Dow �„y.ea,eQo SERIES 770 ALUM.SGD-LM IMPACT JIR WI&14 car.OPAM+NIM soo-m NTS 11 or 22 A. P E PGT0130 �P E.M oem INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 MIN.OF 3 THREADS BEYOND EDGE DISTANCE: EDGE DISTANCE:SEE TABLE A.SHEET 1 EDGE DISTANCE: THE METAL SUBSTRATE *TABLE A.SHEET 1 SEE TABLE A,SHEET 1 8"` 2-1116"` 2-1118"• NOTES: 114" 1J4` 1..ALL DIMENSIONS MAX. [� MAX. MAX. SHOWN ARE BASED SHIM 1 SHIM EXTERIOR 8HtM ON MIN.ALLOWED. EMBEDMENT: F C� 2.METAL OR WOOD SEE TABLE A. SUBSTRATES MAY BE SHEET 1 USED FOR ALL FRAME WOOD ANCHOR TYR, 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., TYPES PER TABLE A. TYP.,SEE 2XW�ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOE2 NATES SEE ANCHOR SEE ANCHOR NOTlE9 SHEET 1. & NOTE 3,SHEET 1 &TABLE A,SHEET t NOTE 3,SHEET t &TABLE A,SHEET 1 NOTE 4,SHEET 1 TABLE A,SHEET 1 •DIAGONAL O.C.IS da 2:TRACK FRAME HEAD3-TRACK FRAME HEAD 4-TRACK FRAME HEAD MIN 4•(HEAD&SILL) OD WOINSTALLATION ®WOOD MISTAUATION METAL INSTALLATION OR 8•(JAMB)SEE WOOD ANCHOR TYP.. 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP, METAL TYP., DETAILS,SHEETS 10&11. SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP..SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR &TABLE A,SHEET 1 NOTE 3,SHEET 1 SFS &TABLE A,$HEFT1 NOTE 3,SHEET 1E &TABLE A,SHEET 1. NOTE 4,SHEET 1 SEC ANCHCV •• ANCHOR ANCHOR MIN.OF 3 THREADS.BEYOND N(97&51 SHEET ; NOTE S, NOTE 5, THE METAL SUBSTRATE 1 f114"MA" • • j SHEET 1� ( SHEET 1 •••• . w• J (114"MAX.) �•ay.. wr 1 (I W MAX.) a >, • •T EXTE - TEMOR� - —J EMBEDMENT:SEE •••• •. • _ ----- - TABLE A.SHEET 1 •••• •'�M718;` •.•• • 2-1118"• 2-1116`` EDGE DISTANCE: •••• "92 DISTANCE.,• EDGE DISTANCE; SEE TABLE A,SHEET 1 ••• SEE JW%,SKEW 1 • SEE TABLE A.SHEET 1 • EMBEDMENT:SEE TAOC X SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 • .••• 2-Td MIMAME SILL 3-TRACK FRAME SILL 4-TRACK FRAME SILL • : .• WO0516TALLATION �w WOOD INSTALLATION METAL INSTALLATION .•• • •0 Dose •••• • •••• EMBEDMENT:SEE • • TABLE A,SHEET 1 •"' � EDGE DISTANCE: EMBEDMENT:SEE SEE TABLE A, TABLE A,SHEET 1 SHEET 1 EDGE DISTANCE: EMBEDMENT:SEE ! SEE TABLE A, METAL TYP., TABLE A,SHEET 1 ----L SHEET 1 NOSE 4. HEET7 2X WOOD EDGE DISTANCE: 2X WOOD TYP.,SEE.ANCHOR SEE TABLE A, TYP.,SEE ANCHOR PRODUCTRI3Nma NOTE 3,SHEET 1 SHEET 1 NOTE 3,SHEET 1 2-1118"` •m• lmswhhlW na" SMS ANCHOR TYP., t No 2_111607' SEE ANCHOR NOTES WOOD ANCHOR TYP., 2-1118" 8 TABLE A.SHEET 1 MIN.OF 3 LDS SEEANCHORWOTES WOOD ANCHOR TYP., THREADS &TABLE A,SHEET 1 SEE ANCHOR NOTES E TMO &TABLE A,SHEET 1 EXTERIOR METAL THE `\�� N'IyLYNN �14t 114-MAX.SHIM (� E�WOR SUBSTRATE �. C�;.•'4�p8Nsg' �j 114-MAX,SHIM I-+- �k 114"MAX.SHIM I+ Na•58705 WOODCK FRAME INST INSTALLATION WO D MISTRAL FRAMEWA METAL INSTTAALMLATIONB - U :4✓ 169W IMF—155sw" nom raooror ANCHORAGEDETA S '��''' �coaeoP.'"��•` Kaye SERIES 7'70 ALUM.SGD-LM IMPACT �� S�S10NA1-�? ...arae n..�.x" tii'tsiirtM�lll P.E. ,at ratiar• ° rear ar,ws�.r son tw NTS 12 s 22 POTi�r50 s+F.a smog INSTALLATION DETAILS - EMBEDMENT:SEE TAKE A.SHEET I - EMBEDMENT:SEE TABLE A.SHEET I NOTES: CONCRETE EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1,ALL DIMENSIONS TABLE A.SHEET 1 CONCRETESEE TABLE A.SHEET I CONCRETE SEE TABLE A.SHEET 1 SHOWN ARE BASED PER TABLE A,SHEET 1 PER TABLE PER TAB -- ON MIN,ALLOWED. A,SHEET 1_7� A.SHEET LE1 DIAGONAL O.C.IS NKTERIOR MIN VfHEAD&SILL) SHIM OR 8'(JAMB)SEE DETAILS,SHEETS 1/4" EXTERIOR rj EMBEDMENT: MAX. EXTERIOR MAX. 0&11. SEE TABLE SHEET I SHIM _<157 SHIM PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP.. PROPERLY SECURED 1X CONCRETE ANCHOR TYP., .% I WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK.TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP,SEE SEE ANCHOR NOTES& ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET I ANCHOR NOTE 3,SHEET I TABLE A,SHEET i ANCHOR NOTE 3.SHEET I TABLE A.SHEET I CONCRETE -TFRAME ZTRACK FRAME HEAD 3-TRACK FRAME CONCRETE INSTALLATION CONCRETE INSTALLATIONHEAD CONCRETE INSHEAD TALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED IX SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE TtBLE A,SHEET I ANCHOR NOTE 3,SHEET I TABLE A,SHEET I ANCHOR NOTE 3,SHEET I TABLE A.SHEET 17ANCHOR NOTE 3,SHEET I SEE jANCHO!t :so SEE SEE ANCHOR 'NOTEG.SHEET. NOTE 6, NOTES 1(T/4'MAY,, SHEET I]_ SHEET; :sees (114 MAX) 14'MAX.) .i�� FXTERIQRsees.a EXTEFROOR t EXTERK)R • �/�e: ..o• ell CONCRETE sees** PER TABLE **:so 59435DISTANCEe*-I -CONCRETE EDGE DISTANCE: -CONCRETE EDGE DISTANCE: A.SHEET 1 SEEGrJA%ft,SHEET 1 • PER TABLE SEE TABLE A.SHEET I PER TABLE SEE TABLE A,SHEET I *so: EMBEDMENT-SEE TA41114 SHEET 1 A,S"EETI A,SHEET 1 ... EMBEDMENT:SEE TABLE A.SHEET 1 - EMBEDMENT:SEE TABLE A,SHEET I - I loses .10 2-TRACUMME SILL ifiih 3-TRACK FRAME SILL A50h 4-TRACK FRAME SILL o commle rN§TALLA,_noN W CONCRETE INSTALLATION W CONCRETE INSTALLATION : sees EMBEDMENT:SEE oese e TABLE A.SHEET 1 EDGE DISTANCE: EMBEDMENT.SEE SEE TABLE A, TABLE A.SHEET 1 SHEET 1 '4 EDGE DISTANCE., PROPERLY SECURED EMBEDMENT:SEE SEE TABLE A, IX WOOD BUCK TYP., TABLE A,SHEET I SHEETI SEE ANCHOR NOTE 3, EDGE SEE E_ SDISTANCE: A EDGE DISTANCE: :4 PROPERLY SECURED PROPERLYSECURED SHEET SEE TABLE A. 1XWOODBUCKTYP.,- 1XWOCb BUCK TYP., ell SHEET 1 RUNSWED E TARE SEE ANCHOR NOTE 3, SEE ANCHOR NOTE 3, CONCJCMU ANCHOR wM&MM14 SHEET SHEET TYP.,SEE ANCHOR v— CONCJCMU ANCHOR 2-1/16", NOTES&TABLE A. ke ate 2G TYP..SEE ANCHOR CONCJCMU ANCHOR. SHEET I CONCRETE NOTES&TABLE A, ff TYP.,SEE ANCHOR OR CMU Ione, SHEET 1 • CONCRETE NOTES&TABLE A, EXTERM PER TABLE '4f ExTy" /I OR CMU EXTERIOR SHEET i CONCRETE A,SHEET I 114"MAX.SHIM PER TABLE OR CMU A,SHEET 1 1/4"MAX SHIM PER TABLE A.SHEET I Vr MAX.SHIM No.$8705 4a 2-TRACK FRAME JAMB da 3-TRAC&KF26 FRAME da 4-TRACK FRAME JAMB \.G�e CONCRETE/CMU INSTALLATION CONC VC U INSTALLATION W CONCRETE/CMU INSTALLATION "Ll 10 mwwmp oft mollum SIAT>r0 0 WNW ANCHORAGE DETAILS by.64 FL3V w* ........... SERIES 770 AL UM. SGD-LM IMPACT .111t/0NAIL."�o 1011)48048W fill 1111.011 #xb4bft dwAr ow watvr& A.LY"M MILLER.PA. A 1000/f4 801)6m mm 13 a 22 P07*0130 PAA 59706 CIFRE OFAUM Amm INSTALLATION DETAILS NOTES: 1.ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED AT ALL 2.893"MIN, ON MIN.ALLOWED. INSIDE POCKETS ,i. EDGE TO PREVENT 1,- DISTANCE 2,FIGURES ON THIS EMBEDMENT:SEE WATER SHEET ARE FOR WOOD FRAMING TABLE A.SHEET 1 P-HWOOD MOUNTANCHOR NG TYP.,ADAPTERWATER ' CONCJCMU ILLUSTRATIVE 1�7WOOD ANCHOR TYP., �,, ANCHOR TYP.,SEE PURPOSES ONLY.SEE EMBEDMENT: -^.. SEE ANCHOR NOTES ANCHOR NOTES& &TABLE A,SHEET 1 `'" TABLE A,SHEET 1 FOR SEE TABLE A, + r TA13LE A,SHEET f ALL APPROVED (ALSO SEE TYP. SUBSTRATES. SHEET 1 ILLUSTRATION,SHEET 9) ;: :''•`,• ;. >` 1-1f4'MIN.EDGE DISTANCE DISTANCE:SEE E R 3.SEE TABES 1-3, TABLE A,SHEET 1 EMBED.MEr1T: r• . 20 SHEETS 8.8 FOR SEE TABLE A, 'r`'-:`•` "'• ; ` •. P HOOK MOUNTING REQUIRED P-HOOK 28 :' :'...:i.;;;,` '.i AND.P-HOOK PRIOR SHEET f ;. i�`._:`: +;:c, r'• ,.;I ADAPTER CONCJCMU ANCHOR TYP.,&EE MOUNTING ADAPTER PHOOK WOOD ANCHOR TYP., P-HOOK ,^ `" ANCHOR QUANTITIES. SEE ANCHOR NOTES '�'' '" =` ANCHOR NOTES&TABLE • 7MBLE A.SHEET 1 CONCRETE OR A,SHEET 1 ALSO SEE EXAMPLE • ' CMU PER TABLE EMBEDMENT:SEE ON SHEET 9. •• ••• ('VON,SE* T 9), 2;893`MIN. A.SHEET 1 TABLE A,SHEET 1 (ALSO SEE TYP. • • 1LLUSTRA SON,SHED i 9) EDGE DISTANCE ILLUSTRATION,SHEET 9) •••' • • A5;�*P-HOOK FOR USE WITH FLAT SILL.RISERSP4100K FOR USE WITH FLAT SILL RISERS • • �J:P T�S218,#20,#22 OR#24, �PARTS#18,#20,#22 OR#24, i•••• WOOD INSTALLATION EXTERIOR MOUNT SHOWN. CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, ••••• • ••• G WBLES 7A,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1,A,2A&3A MAY ALSO BE INSTALLED IN • PM WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITQQN • ••••iMETAL$kPq P-HOOK MOUNTING •••••• •SEE AN04OR •EMNSWENT:SEE P-HOOK MOUNTING CONCRETE OR EMBEDMENT:SEE ADAPTER CONC./CMU ..JJQTE 4,SyEE"T'1}'• .._ ADAPTER SMS TABLE A.SHEET 1 ANCHOR TYP.,,SEE • MIN.OF.3 T►$�Epus •4814 4 SHEET 1 ~ ANCHOR TYP.,SEE CMU PER TABLE. ANCHOR NOTES&TABLE •BEYOND TFE?JIL•I•A! •• — ANCHOR NOTES A.SHEE71.1 :•�,,.�•t r r.. A,SHEET I ••••• SUBSZRA llj • • • &TABLE A,SHEET 1 ':a .ti r 4''' (ALSO SEE TYP. • ' • EMBEDMENT: (ALSO SEE TYP. ' ';".• `r-: ILLUSTRATION,SHEET 9) •••• ILLUSTRATION. SEE TABU A ,r':: , *.,,;,.z SHEET 128 EMBEDMENT: SHEET 8} ,,.,:•+. i,' ,. I SEE TABLE A, ED DISTANCE'SEE SHEET1 ;+' ;''•, . ;: ;:;:�., "-' +':•i;','� 1-1/4%MIN.EDGE DISTANCE BLE A.SHEET 1 30 30 P-HOOK SMS ANCHORTYP.' EXTERIOR P-HOOK CONCJCMU 6IIfTT R SEE ANCHOR NOTES ANCHOR TYP„SEE ""mFb**wfklldwF Ab &TABLE A,SHEET i ID ANCHOR NOTES&TABLE 0 a� (ALSO SEE TYP. 2893."MIN. A,SHEET 1 2.693"MIN. W ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION,SHEET 9) Gnul 066 p 1Da4y6,/ daP-HOOK FOR USE WITH BOX SILL RISERS �P-HOOK FOR USE WITH BOX SILL RISERS ``��, PARTS#19.021,023 OR#26. c PARTS#19,#21,923 OR#25. EXTERIOR `� �� .,ocENSE'''•�P METAL INSTALLATION EXTERIOR CONCRETE IN+�STALLATION ' � (SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT ' FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY 58705 t : lOJpT�ldpAyODYDRIVF ANCHORAGE DETAILS =,°� '........... L� , SERIES 770 ALUM.SGD-LM IMPACT ,,„II Al- NTO °*'�� •'” A.LYNFlMR1.ERP.E. JR 1001W 08RT.OFAVT}L1RaiA7 BtaD•7r0 14 a 22 AOT0180 p.eA55M CONFIG. EXAMPLES f_ MAX.UNIT WIDTH MAX.UNIT WIDTH MAX. NOM.PANEL WIDTH HEADER DETAIL W, DLO TYP.PER TABLES 1-3 E SHEET 18;INSTALLATION Wrote INT RIOR DETAILS'AW$'AC', EXT oR ' SHEETS 12&13 90" PANEL PANEL PANEL TYPE TYPE PANEL CORNER DETAIL'N2, TYPE 'QS' M. TYPE SHEET 19&CORNER A' 'K' ANCHORAGE SHEET 11 NOM. MAX.UNIT MAX. / MAX. HEIGHT INTERLOCK DETAL PANEL ; PANEL DLO PER 'M',SHEET 19 HEIGHT WIDTHTYP. / HEIGHT TABLES SEE PER 1-3 EXTE INTERIOR NOTE 2 TABLES 1-3 • GJ JAMB DETAIL'G3',SHEET • ;• •• X X 18;INSTALLATION DETAILS ••••• • •• X X 'GW&'Gd,SHEETS 12&13 0000•• � • ' 0000• 90' SILL DETAIL'�:$W%E:.f 18; •••. INSTALLATIQ(�DETAILS EXAMPLE: 90° INSIDE CORNER,�4 PANELS-MXX ••.• ';CII'�'Dc',SHEE S If&13 • 0009•• •s•• 0000 • 0000 • • ••9� 0000 9••90 • ••0••• SILICONE 0000 0 0• 0 BY OTHERS 0000•• • :90 �• DLO WIDTH=NOM.PANEL WIDTH•7• • 9- �0�� 000009 DLO HEIGHT=DOOR UNIT HEIGHT-10.125" ••0 0 PANEL HEIGHT=DOOR UNIT HEIGHT-1.888" 0000 #8X1" #10 X 1-U2" PH SMS PH SMS 100 eonttc•I'nrrNewllu o wtit►IM Flatde PANEL CORNER FRAME CORNER ,• DETAIL DETAIL iwn ri NOTES:)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE,SEE DP/ANCHOR TABLES,SHEETS 8.8 FOR MAX. \��1�,•''��GENSF -P �'� PANEL HEIGHT AND WIDTH,SEE SHEETS 18&19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. * No.80705 2)(1)LOCK(ITEMS 75&107-110)AT EACH LOCKSTILE,LOCKING INTO KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL. 3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DPIANCHOR TABLES. %�• � TE• Wit` Aftww. now vanes ANCHORAGE DETAILS/EXAMPLE ELEVATIO FSS Fz QH! WSW aw- 1X1)448&1WD SERIES 770 ALUM.SGD-LM IMPACT" '/,U Al.VEMM n 34M ;l o, • ••• sar ti'N•K' •"' A.LYNN MILLER P.E. JR 1*f0 M °iY CERT OFAM r m San-gym NT3 15 d 22 PGTO130 P E.a segos CQNF'IG. EXAMPLESINTERLOCK DETAIL I FOR ALL DETAILS ON TMS SHEET,SEE NOTES ON SHEET 16 M',SHEET 19 OPERABLE JAMS DETAIL'G3%SHEET 18; (- l T—INSTALLATION DETAILS GW&'Gd,SHEETS 12&13 D JAMB DETAIL G2', ASTRAGAL HEADER DETAIL'A;SHEET HEADER DETAIL'A',SHEET 18; MAX. LLL INSTALLATION DETAILS'AW&'Ae, DLO JAMB DETAIL'G3',SHEET SHEET 18;INSTALLATION ETAILS 11'& 18;INSTALLATION DETAILS WID 18;INSTALLATION DETAILS DETAILS'GW&'GC, L2,SHEET 19 'AW&'Ad,SHEETS 12813 SHEETS 12&13 TYP GW&'GN,SHEETS 12813 SHEETS 12&13 gp• COMM PANEL PANEL PALL PANEL TYPE TYPE TYPE TYPE PANEL PANELll:PANEL PANEL INTERLOCKDETAIL 'R' 'L' 'D' 'A' TYPE TYPE TYPE TYPE � `M',SHEET 19 MAX. A ,CS, tv MAX. GW OUTSIDE CORNER NOM. UNIT UNIT PANEL HEIGHT SILL DETAIL NOM. HEIGHT DETAIL'N1',SHEET 19& IDTHTYP. ! PER V,SHEET PANEL PER CORNERANCHORAGE MAX. PER SEE TABLES 18; WIDTHTYP. ! SEE TABLES SHEET 11 DLO TABLES 1-3 NOTE 2, 1-3 INSTALL DSO PER NOTE 2. 1-3 HEIGHT SHEET 15 DETAILS HEI HT TABLES 13 SHEET 15 TEX ER OR ,.►►�� 'DW&'Dd, O • x X x SHEET$12 `✓ a NOM.PANEL • • X X WIDTH TYP. •• WWII ( &13 , X X PER TABLE3 • • • - 1-3 MAX.UNIT WIDTH MAX.UNIT WIDTH •• OSEE.FffAWSI • 0X= SILL DETAIL"D', PANEL COINER SHEET 18; �~~-MAX.UNIT WIDTH •• • QONSTRUCTION &AAJ iE:OXINSTALLATION DETAILS • DETAILS CY6@L� .• 2_7'RACK 'DW&'Dc',SHEETS 12&13 EXAMPLE:90.OUTSIDE CORNER-XX=(2-TRACK) • '•• • • •'•••• JAMB DETAIL IV.SHEET M. •" ASiR OAL DETA16%%' & INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS 7W& • ' ,••••• L2 '::::16 INTERLOCK D�TAIL'M',SHEET 19 Yo',SHEETS 12&13 • ••• • ' •••••• `�-/ HEADER DETAIL • • V.SHEET 16; HEADER DETA�'C',SHEET fAMB D�lA�t M2,SHEEi•••?�FIOOK DETAIL J'8 K',SHEET INSTALLATION JAMB OETAIL'I2',SHEET 18;INSTALLATION 18;1 STA4:ATIOTJ DETA8.6 V,INSTALLATION GETAILS'JW, ' DETAILS 8W&'Bc', DETAILS YW &'Ic',SHEETS 12&13 18;INSTALLATION DETAILS • ••9'IW& He•$F ,ET8 12&M3• JC', Kw'8 Xe.SHEET 14 SHEETS 12&13 'CW&W.SHEETS 12&13 • • (-►=--^--- MAX.UNIT WIDTH '�-- MAX.UNIT WIDTH PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL , TYPE TYPE TYPE TYPE i TYPE TYPE TYPE TYPE ,R, ,L, ,M, ,F, 'M` 'F 'f' 'P' � MAX. MAX.UNIT NOM. i NOM. UNIT HEIGHT / PANEL h PANEL 1/ HEIGHT y�,,��q�oFtodds PER WIDTH TYP y 2 ! ! WIDTH TYP. 9 PER onas C1 TABLES MAX.! JNOTE PER � i S MAX. PER TABLES13 DLO TABLES 1-3 a .OTE 2, DLC TABLES 13 1-3HEIGHT i SHEET 16 HEIGHT �� .I 4YMN A7/ '�O X. 1 X X X O �� hN ,... .....(. �i f ;��ti�.•'��GENSF ''.lc'11 ••i Lil EXAMPLE:OXXXD SILL DETAIL V,SHEET 18; EXAMPLE:XXXO 81LL DETAIL'F,SHEET 18; Na.687D5 (3-TRACK,RIGHT POCKET) INSTALLATION DETAILS (4-TRACK, BY-LASS) INSTALLATION DETALS _ /� �� r��---f 'EW&'EC,SHEETS 12 813 Pad&'Fe;SHEETS 12&13 10: � �. o['ts t mto71<cN1Y01Ao vRw EKAMPLEELEVA77ONS *TATE �= roi�HOR-low SERIES 770 ALUM.SOD-LM IMPACT ALYlMLIItC�R P:E. JR IwoM4 a CE7tT OFAflIN ACt7lAe 08 "ne mr8 !6 s 2Z a.»+ad PaT0130 P E A 58706 PANEL'S RIGHT STILE TYPE PANEL MOLE SINGLE FIXED LOCKMTLLE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXT COMER EXT CORNER INT CORNER INTERLOCK INTERLOCK BOX OUT BOX IN LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER 35 RECEIVER 35 RECENER TYPES ani W/HANDLE sox our BOX a+ 90 RECEIVER OUT N WINUWDLE W/HANDLE WlHANDLE WlHANDLE WI HANDLE W/HANDLE wIHANDLE wfNANDLE Nils �.� oto (fu -11M ILE& #1 Mt1 � in's a C/ 061-- p0 1 #5 1 INTERLOK M31- F PP K L TR TQ TC TA OUT TV TW IAWCIX/!) INTERLLOCK � 8 E P A C C /C SQ SC SA SV SW 114 IDSA SULE �- RR R S S FDFC FV FW LOCALE D �/j J J W!HANDLE !Y! dKtYovr) tSO](M6 LU ASTRAGAL CLLL eOXOUf • LR PANEL NOTES: W1HAN • 1.SEE DP TABLES 1-3,SHEETS 6-8 FOR PANEL ASTRAGAL • • SIZES&DESIGN PRESSURE. w `E• • LEFT INTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF � I � PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS ASTRAGAL•= ••• •• T STILE ��T- E STILE AND ARE NOT AVAILABLE. sOX°;; • � •• •• T 3.90'ASTRAGALS TO USE HEAVY-DUTY STILES APANEL-E-SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND (#61),CORNER RECEIVER(#118)AND EITHER � S7RAGAl •• • EXTERIOR(#119)OR INTERIOR(#120)CORNER Box ly•• - ••• u�v APPLICABLE STIL IASTRAGAL REQUIREMENTS. ASTRAGALS. I'1 INT CORNER / 4.135'ASTRAGALS TO USE HEAVY-DUTY STILES 90 LOCKSTIIE . •. [v: (#81)AND CORNER ADDON(#31). W W/HANoLE way " SILL RISERS OPTIONS w EXT Cohot zz 90 LOCKSTILE a• w/wwD18"• •:'��, QS z3z .232• r xT Ra so RSR CT CS _} a °�• 44W .Dar r W/FUWDLE � 2.555' 3.506 INT CORNER A T AS DF 1.6°7.06r ' - 1 99 RECEIVER W!HANDLE gEXT o RECEIVER atta CF 18•FLUSHSIF�1FLAT" GSILLLOW RISER,112"FLAT �� M3-SILL RISEf;L LA� S�RISER.FLAT EXT CORNER VT VS VF �_ .7ao• Ewen 35 RECENER '7� °s W/HANDLE fa .750• EXTERN Od2.%0; EXTERIOR !NT CORNER 1 X R EXTERIOR Dar 6 Dao ��j W RHECR W ANDLE go T WS WF .1000' 32" 3305" a:osa• 6 .oar 2.55s I aur � •. I� t.as7• �I •O��yYN �19' SILL RISER,BO 2t SILL RISER,BOX 23 SILL RISER,BOA( 2b SILL RISEK BOX FLUSH,1-112" LOW 2-1/2* MEDIUM.3-114" HIGH.4 it: mo.Gabs NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS a = !TATE OF. GJ Wiwi :ororuaerocooroRrwE PANEL TYPES =O r+ ��•` lMVHmm,FLSam m" ��•.F(OR50,,.'r,�: 79;iw am pwrNea+eco SERIES 770 ALUM.SGD-LM/MPAGT �0INA1� .►R 1&1QN4 ooae CERT.OFAUtH.AMN SOD•7RT NT$ 17 •22 "" POT0130 ., A LTNN�M5 P.E. ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 80 0R 81 106 ios Ful PANEL JAMB LENGTH pr. T 14 OFJAMB 108 FULL LENGTH 14 10-1 1 17 6 � WORM 80 OR 81 Ot 80 OR 61 2-TRACK JAMB 16 6 2-TRACK JAMB (SHOWN 6 SEE DETAIL G1 6°LONG CLIP#1 5 FOR FIXED 7nFIR 113 106 WI RETAINER 9108 OPERABLE PANEL CLIP MIDSPAN (SHOWN WITHPANEL) 6 FIXED PANEL TO EXTERIOR 103 KpgpT SEE DETAIL G2THE INTERIOR) 113 B g 107-11 103 FOR FIXED 6 ExTEwoR PANEL CLIP 14 16 6 112 is 17 910 X 3W 123 FULL LENGTH 40 04 60 OR 61 OF JAMB 2-TRACK JAMB 2-TRACK JAMB 5EXTERIOR ,EXTERIOR EXTERIOR SMS,X 3 • • - CLIP#80 OR#105 61 52 W/SCREEN V vID �• G • • W/RETAINER 9123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB 80 • • : (SHOWN WITH (SHOWN WITH (SHOWN WITH (SHOWN WITH 12 (SHOWN WITH MINYAN • FIXED PANEL TO OPERABLE PANEL} ```��"'FIXED PANEL TO v FIXED PANEL TO OPERABLE PANEL) • R's THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR) •�FiX1ERlOFi••••• EXTERIOR 1 3 4 • •••• 45 • 5 5 6 • • • 113 113 • •••• 52 &J,• •• ••• 68 EXTERIOR 68 �E�R s9 • . ... EXT ►TIS 53 : • a a MAL- SHOWN WITH 2-TRACK W/SCREEN 3-TRACK 6aLTRACK MAX.UNIT OPT.SCREENFRAME HEAD FRAME HEAD FRAME HEAD HEIGHT PER TRACK TABLES 13 V 9T 63 ea efl 52 51 72 OR 73 a 72 OR 73 a 72 OR 73 as y� gid. 4s 11 113 11 a i1 10 41dA•cM•ptmi -J.Ge 48 47 p g XE TEMOR 112 5 113 113 6 (t4ixm nude GI+P 5 `�.�QTY LYNN �2-TRACK 0MCREEN 3-TRACK 4-TRACK � ��•'�tCENS �� ,�RAME SILL �FRAME SILL FRAME SILL >k: N0.56705 _ ITEM 81 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES 1-3.SHEETS 8.8 FOR DP(PSF)ASSOCIATED WITH STILE.astwolia Dow reerar .•.t.• '. ATE f 1arVERTICAL SECTION DETAILS SS�'�• ncvFnucr�avrra •....... r SES 770 ALUM.SOD-LM IMPACT 1tWiGi!14. ... ASI' G'EW..GIFAUM SAMsoa•rro �T!S 18 °�22 POT0130 A.IYNH MA4�FjiP.E. ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 8 '4 INTERIOR 11$ 1171 28 20 7 � k 11 113 83 27 20 27 109 OR 01 00 OR 01 62 411 83 90 OR 01 14 65 26 120 �� 111 EXTERIOR 90° 7 INTERIOR g EXTERIOR 02 -HOOK FOR FLAT SILLS P�10pK FOR BOX SILLS �° ('1 !N 0 R NT.M ONLY `�" 8008 01 ioii et 75 t0- a INTERLOCK 14 • 113 i • 60 • • 61 81 179 11tt8 0 ••• •• $ ti '�'1•fig• �1,EXTERtOR 07 66 (g 5,0VEMERIOR 7 ..•�S!*"_.ASTfMAL•M87 ah HEAVY-DUTY ASTRAGAL 1188 �80°OUTSIDE CORNER 80°INSIDE CORNER •ITEM X81(HSAVY-DUTY •;•� L1 WITH STANDARD STMES I \WWITH HEAVY-DUTY STILES X181 N1 2,TRACK SHOWN 2 2-TRACK SHOWN STILE)SHOWN,ITEM 980 EXTERIOR BOX ASTRAME SaOWN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STILE)ALSO • BOX AIAY ALSO IBLD MITALLEU BOX-OU MAY ALSO BE INSTALLED •••• (Box-dM ( T? APPLICABLE,SEE TABLES ' TOWARDS INTERIONBOX44) TOWARDS INTERIOR(BOX-IN) 1-3,SHEETS 8.8 FOR OP ••'• • •• ••:..• (PSF)ASSOCIATED WITH • :•: •• . STILES. •••• **so ' ' • INTERIOR • • 31 IOC K PAR 4 INTER — 5 3 10741 6 4 11�TEWDR 136• s PROD= 7 11 '36' � Flotidt 14 0 81 32 6 ioa0.6e •• 103 32 11 8 E �O 81 �yfiwnl tbde otT1 pp�P 31 103 81 TAX E IORR 7' .� .( 4YNN ql� b 8101 �/ 14 136°INSIDE CORNER ��` 0� . CN rf o®2-TRACK SHOWN da135'OUTSIDE CORNER 01 2-TRACKSHOWN N0.50705�OF ---A' Silsx� rmor HORIZONTAL SECTION DETAILS CORNERS , K l9 9fP7d Tft � lamw {atl7ao teao SERIES 770 ALUM.SOD-LM IMPACT ''%,S.....�. �S:�' tR fatal4 ct r n 800-770 NTS 19 r;V POT0130 'fCl*Mt60o 6`a.e. Item POT PGT# Description Item PDT POT# Description NOTES:. Dw ,# Dw .K 1)ALL ALUMINUM=6083-T8 1 61 2 HEAD so OUANEXRRUSEALDURASEALSPACER(COMPOSITE 2 Inn 817303 2-7RACK HEAD WON SCREEN RAL SEALAWIDESSICANI) 2)ITEMS.#33-39.67-0.60.78,04-90, 3 17304 817309 3-TRACK HEAD 00 17325 017325 PANEL STIP 121 8122 ARE NOT USED AND ARE 4 17312 817312 4-TRACK HEAD 01 III= 617328 PANEL STILE 01 FAVY DUTY) NOT PART OF THIS APPROVAL. S 17344 6173114 F E SCREW COVER 02 17327 817327 MER ADAPTOR 6 17317 817317 FRAME HEAWJWB ADMN 83 1226 OF248 VINYL BULB WA�STP.-THIN(ONSIDE INTERLOCK) 3)USE OF#12 OR#13 REQUIRES 7 17304 817304 2- CK SILL 54 1729 71729 SILL END WEATHERSTRIP PAD MIN.#10 SMS OR 3116'MASONRY 8 17301 817301 2-7RACK SILL WITH SCREEN RAIL 85 17928 -BMW: INTERLOCK SCREW COVER ANCHORS!�24'MAX.O.C. 9 17307 617307 3 SILL 07 17329 617324 TRAGAL 10 17310 817310 4-TRACK SRL 00 17334 SIT= HEAVY OVIY ASTRAGAL 11 17313 617 13 FRAME INSERT 09 17324 617324 TOP&BOTTOM RAIL. 12 17315 817315 FRAME BILL SCREEN ADD ON(SEE 901E 3) 1 417350 WEATN EXTENSION QNJECTION MOLDED) 13 17318 817318 E l CREEK ENDADD-0N(SEE NOTE 3) 71 1095 710% f-1/2'X 1'X3/4'HDH FIN SEAL DU P OS 14 17305 817305 2-TRACK JAMB 72 8153 78153X TANDEM ST.STL ROLLERA38Y. 15 17302 817302 2-1RACK JAMA WITH SCREEN RAIL 73 81163 78163N' TANDEM NYLON ROLLER ASSY. 18 17306 611308 3TPACK JAMB 74 SILICONE DOW-09%OOW 05OR 0E-7700 17 1734 •dt7311 4-TRACK JAMB 78 8186 78185% GEMINI MORTIM 3-PLY DUAL LOCK WILONG TRIM PLATE • I8• 173!3•• 322 R•FLAT,FLUSH,14ir 76 71032XIFPFX $10,32 X 1'FL.88 SCREW VW TYPE'F'TIP 19• 17319 8 7314 L!RISI'eR-BOK FLUSH,1-12' 77 7103239 1032 STEEL LNC"U'r • • 1.7327• •4047321 LLL LAT,LOW,Fur 79 17367 617357 V Ki BEAD • 21 WWII tl 7318 Rbsr-BCG(LOW,2-112" 80 17354 817359 7110'BEAD/FDEOPANEL CLP 22 1 355 817355 SK4 49MR-FLAT,MEDIUM,3-114• 81 17380 817360 9(16'BEAD Irw 17354 997354 RXWR-BOY,MEDIUM,344 82 1224 6TP247K L BULB WEATHERSTRIP • t4• 17323e 7523 1itSER-FLAT,HIGH,4' 83 61746 1745 LOWS INC.UZ XU18'8GL 810E ADFI.TAPE,POLYETII. • 4t& 1732 617320 SILL RISER-BOK NIGK 4' 100 8062 48052 ROLLER AOA ROLE PLUG 173!13 81 • P41 K 101 72087 J4Mt►BUMPER • •2I 7070 87070 FOMENE BULB WSTP FOR P4ROOK 102 1096 116M DUST PLUG 17334 617334 • i P-NOOK MOUNT 100 8188 7818OX 1'KEEPER • 17365 •e 817536 e 9 COVER 104 7SDKE SCREEN LOCK KEEPER • 30 1799; •isum AL PO ET K FOR BOXRLSER 106 17344 8173"' FDED PANEL CLIP-W LONG • •31 1737 817378 • 95 COBMR 108 17352 617352 FDEO PANEL RETAINER-WW 32 17WO •517376 135 I'DIED MOUNT 107 1739 71739 ; HANDLE KIT-INTERIOR RAISED WIM THUMB TURN ITEMS 40-63 ARE SCREEN PARTS: t t iT40 HANDLE KR•RAISED EXTERIOR HANDLE 40 4319 812258 SCREEN SIDE RAL-LOCKSTILE 109 1731 7810239 HM4DE E KR-RECESSED INTERIOR WITH 7—mms TURN 41 7LOCKWGSK SCREEN LOCKSET 110 1732 T 178 MOLE KR-FtECEssED EXTERIOR PULL 42 41818 SCREEN KEEPER SPACER SET 111 710)04PP 910 X314'PH.PN.TEK-S.S. 48 8162 88162 SCREEN INTERLOCK ADAPTER 112 1235 87818 VMBTP,.270X.470•FIN SEAL 44 4426 64428 SCREEN DOUBLE INTERLOCK L. 1712 84000 ' .187'X•230"FINSEAL 45 4311 012250 SCREEN TOP RAL 114 71=15P 1110-X1412' 46 4318 012267 SCREEN BOTTOM RAL 115 7im"T, #10 X I- 47 808 78MZ STANDARD ROLLER 118 72OX1X 814,20X1'&8, MODUCTRE"FID 48 608 7SRAX. STANDARD ROLLER-ST,97L 117 720X112X 014-WX14&S.& sa4 hwUM1+4Florid. "IdErmCO& 49 4344 04344 SCREEN GAL 11 1336 817336 90 DEGREE CORNER RECEIVER Amptu"Na 17349 617349 OMD SCREENAITRAGALADAPTER f19 17337 817337 90 DEGREE OUtSIDE CORNER ASTRAGAL Gyp 51 16!1;2 81892 SCREEN SPLINE-.185' 120 1 6117338 190 DEGREE WSI1E CORNER ASTRAGAL 62 1694 64 SCREEN SPLINE-.150- 123 16917352 617362 IFUED PANEL RETAINER,718' inmi63 �T4 K1 �r1 VYNN lo 54 1725 81818020 1P2RXIMX� 1/EN OTH 1$ET BLOCK NEOPRENE Sb*($ `1't`0�v GEhIS�!tl�Q,��i 66 1725 1`%4`X1/16"BET.BLOC NEOP N 85+/.6 J j,t NOTES; No.59/Os 1)ALL ALUMINUM=8083-T8 2)ITEMS#33-39,67-69,66.78,44-99,121 122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. qO y S 3 ros7r<oHnroLoor PARTS LIST ~"pQ.c� ,COR10P. �: _ , �`' rart*aoa�oP � ?IT SERIES E79ALUM SGD- IMPACT � ��''SSIp1v��E JR lWON4 CMr.0><AVM*N as Sauna NTS ZD +71 POT0130 a.L P E►SSM P.e. 5.069" 8,562" - 1.38" 1.38" " 1.605" 1.211 1.872" -t 0.081' 1 0.062" .D19" 0,081" 0.081" SCREEN 1O2-T CK HEAD 84-TRACK SILL. (8STILE 6083-T8 AL) 063-78 AL) 8.198" (6083-TB AL) 8.528` 5.069" 0.080" p� -tet l tow MJ1.211- ,.505" r t 0.081" n2 2-TRACK HEAD W/SCREEN TRACK �6 3-TRACK SILL �•✓( •T6 AL) (6063 T6 AL) U 2-TRAK JAMB To RAIL •••i ••s • • •• (8063-76A ) 45 -- 2-TRACK JAMB W/ 15 (6063-T6 AL) • •• ••••• '1.1ti5 • 6.221' SCREEN TRACK • • • 0.08 " (6083-TB AL) 1.38" •• �s- 0.875" •• • w•• •i •• •• 1.211" 1'5w, -� I •• • • • • " . ••. •• -+I 1.36 1.993" 0#0* 0.082" ••• rl roi0Q1"• 3-T K HEAD 8�2-CRACK SIL W/SCREEN TRACK • ( 8 -T6 AL) (6063 T6 AL) 0�1" EEN •••••• • •••• • •• • i �8 BdTTOM RAIL ••••'b.142" (80 3.76 } ••• • • •• 4,49" 0.081" • • • ••••• ••• i 0.0il0" TTv-n• 1.211" 1.505" 7:105" 0.081" O 9.141"4-TRACK H �2=tRACK SILL 8083-T8 AL) (6083-76 ILL} 0.080" kGTR1a1mM►�1614" 0.632 0.760' o1.260" j20.060" .518" .890F OFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN �� LYNN �i Af3D-ON 12 ADD i3 ENO ADD-ON to 3-TRACK JAMB .�� QNv,..• .., /� �1 (8063 Te AL) ( 83-TB AL) (6063.76 AL) O(8063-78 AL) �'(',: ��CEN3e REQUIRES MIN.910 SMS REQUIRES MIN.#10 SMS xr8705 OR 3116`MASONRY OR 3116"MASONRY 17 4-TRACK JAMB M SEE SHEET 17 FOR SILL RISERS. ANCHORS a 24"MAX.O.C. ANCHORS®24"MAX.O.C. (8063•T6 AL) _ tt moder saw sfa E Mvres+ cw EXTRUSIONS mw FtoRloP•'G��1� . JUIM 61wo SERIES 770 ALUM.SGD-LM IMPACT '�,`S'/ONAL JR twia14 Cetr.aFAurKsmat. _ WD-Mo I NTS 21 22 7 PGT0130 P.E464706 0.718" *0.7162" 1 2.304" 3.80r I 3.eor � 0.752° 0.888'0 674" 0.798" 1.183"�0.06 0.284' 0E.062" 0.233" rl FRAME SELL 0.075" @t-HOOK MOUNTING law 0K�r WO SCREW COVER t t TRACK P-HOOK DAPI R O 0.080" O P-HOOK FOR BOX RISER (8083-T8 AL) {8083 T8 AL} (��'T8'�) (6083:T8 AL) 8 AL) (8083 T8 AL) 4' .155" 2.30" 1.488" 4' L 1.739' 0.080 1.303" 0.830" 0.082' 1.800 E13r. 1.800 0.082' .080^ 1.870• 1.888^ ole` 1.s7a� oma^ 2.44' 3.125" 3.126' 0.002" 33 1 '.!'C RNER O 135°FIXED MOUNT O STANDARD STILE 61 HEAVY DUTY STILE O NTERLOCf( @ INTERLOCK • • `ii 63- A ) • • (6063-T8 AL) (6063-TO AL (8003-T6 AL) ADAPTER SCREW COVER • ••• � � • • • (UO-3-T6 AL) (6083-TB AL) • •••••• •3.979' 3.979' • i••• i � 4.126" • •• " 1.050° 4.050" 1.050" • • . 0.075' • • 0.075 • 1.845" 0.082" 1.304" • •• ••• 81'1" 485" 289* • .048" • •• ••0.125°` •••'• 3.25' 045" 048" �-+- 0.281 • • GLAZING 7118"GLAZING 8"GLAZING 87 STANDARD aSTJ�11>vAL O MEAVY DUTY ASTRAGAL OTO OTTOM RAI @ O SI -------- • �kT6 AL) • • (6083-18 AL) (M- a AL I.O. O(ED 81 B AD •• 8083-TB AL) PANEL CLIP (6063-T6 AL) (8083-T8 AL1 1.003" 1.03" 4" 0.757" 5.621" 0.080" t 0.050` is u FIXED RBNSW90 t SEL CUP 0.709" 2.893" 0.133" ooutplybv,vt&�6s Ft•ri0•. (6083-T6 AL) 1.498" 0.133` 1.498' uitNn;code I0.080" Nu .550" -+I 0.883 0.0.709" FIXED FIXED PANEL 5.821' 4" eProdua h•t @RETAINER.718" 28�" 120 90"INSIDE CORNER ASTRAGAL `��% � VNN OA80" M+-j (8063-T8 AL) 1t�(8063 A UT DE CORNER ASTRAGAL (6063-T6 ALJ ;��Q�� .� /e'FIXED PANEL 8 . 90•CORNER RECEIVER ) ENS.r r c 10 RETAINER,9/18" (8083-T8 AL �t: No.66705 8 (6083-TEAL) rotlecrorograan EXTRUSIONS M.YEN=FL3076 Im 'V� FCOAIC)P•' fj�. (Mj)4M6f&V SERIES 770 ALUM.SGD-LM IMPACT '�!c;SStON q1. 3;-Mw air-a;awwaMM►1bAL ser ArM•Na e•e A.LI�ISIVNLCEf1��E. A 1 W14 Mr.OFAU M 022M 801-771D NTS 22 •22 PQTD190 PEA 31570 ' SwlYj4 � 0 ()oorL C� M®SAD MIAMI-DADS COUNTY,FLORIDA • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadc.gov/economy PGT Industries,Inc. 1070 Technology Drive, Nokomis,Fl.34275 SCOP: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. �DSCITION:Serres"F� -750"Outswing AlumiQum French Dom-- /:SicehFe --'L.M:I--...� APPROVAL DOCUMENT: Drawing No. 8000--I1, titled "Alum. French Door & Side Lites, Impact", sheets 01 through 12 of 12, dated 12/23/04, with revision "E" dated 10/12/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Section Renewal stamp with the Notice of Acceptance_number and Expiration date by the Miami-Dade County Product Control Section. I�INW,CT-RATING 'Large�and,Small Missile.Impa�cct Re��-s.is.t.�a,nnt�t � LABELING: Each unit shall bear a permanent label wif-11ie'manufactureYs name or logo, city, state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. REVISION 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 Uv request of the Building Official. This NOA revises and renews NOA:No. 11 •1813.22 and cbnists of this page 1 and evidence pages.E-1, E-2,E-3 and E-4,as well as approval caecumenitr6iioned above. .. •.• •• • . • •• The submitted documentation was reviewed by Jaime D.Gascon,P.E. . ... ... . . . MAMDADECOUNSt p 020: Approv 1 Date,February.19;'2015 P� . . . . . . . . . . . .. .. . . . .. .. . ... . . . ... . . PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 09-1028.10) 2. Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact", sheets 1 through 12 of 12, dated 12/23/04, with revision "E" dated 10/12/11, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 11-1013.2d) 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 r 3) Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202--94 along with marked up drawings and installation diagram of an aluminum sliding glass door using a low sill threshold, glazed with 7/16" laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL=-5941, dated 05/20/09, signed and sealed by Julio E. Gonzalez,P.E. (Submitted under previous NOA No. 09-1028.10) 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,and TAS 202-94 along with marked—up drawings and installation diagram of an aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL-4921,dated 07/17/06,signed and sealed by Edmundo J.Largaespada,P.E. (Submitted under.previous NOA No. 05-0419.03) 3. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 4) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94. along with marked—up drawings and installation diagram of an aluminum doors of OXXX configuration,prepared by Fenestration Testing Laboratory, Inc., Test Report No.FT"527,dated 02/10/05,signed and sealed by Edmundo J.Largaespada,P.E. (Subinitterl ander pre vious NOA No. 05-0419.03) . .. ... .. . . . .. _ Jaime D.Gascon,)?.E. Product Control Section Supervisor ••• •�• •�• ••• ••• •••. NOA No.14-1117.05 •• ..• •• Expiration Date: February 24,2020 . .. . . . . . ••• ••• Approval Date: February-19,2015 E-1 . .. .. . . . .. .. ... . . . ... . . PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNTINuED) 4. 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) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum doors of OXXO configuration,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No.'s FTLA528,dated 02/14/05, FTI.-4315, dated 09/13/04, both signed and sealed by Edmundo J.Largaespada,P.E. (Submitted ender previous NOA No. 05-0419.03) 5. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum doors of XXXO configuration,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No.'s FTL-4529, dated 02/14/05, FTL4530, dated 02/14/05, FT"311, dated 09/01/04,all signed and sealed by Edmundo J.Largaespada,P.E. (Submitted under previous NOA No. 050419.03) 6. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-Atp drawings and installation diagram of an aluminum outswing French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4312,dated 09/13/04,signed and sealed by Edmundo J.Largaespada,P.E. (Submitted under previous NOA No. 05-0419.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5tb Edition 2010, prepared by manufacturer, dated 10/11/11, signed and sealed by A. Lynn Miller,P.E. 2. Glazing complies with ASTM E130044/09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1.- Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray PVB Glass Interlayer"dated 02/19/15,expiring on 12/11/16. 2. Notice of Acceptance No. 144423.15 issued to-Eastman Chemical Company(MA) for their"Saflex CP-Saflex and'Saflex*HP Composite Glass Iiiterlayers with PET Core"dated 06;19/14,; * i pn;11/14118. ;�� Jaime D.Gascon, .E. . ... ... . . . Product Control Section Supervisor • NOA No.14-1117.05 •• •• Expiration Date: February 24,2020 . .. .. . . . . . ••• ••• Approval Date: February 19,2015 E-2 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PGT Industries NOTICE_OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(coNTiNUED) 3. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company(MA) for their"Saflex HP Clear or Color Glass Interlayers"dated 06/19/14,expiring on 04/14/18. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and complying with FBC 5`h Edition (2014), issued by manufacturer, dated 11/,06/14, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, issued by manufacturer, dated 11/06/14, signed and sealed by A.Lynn Miller,P.E. 3. Department of State Certification of PGT INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 01/27/15 and filed by Ken Detzner,Secretary of State. 4. Statement letter of conformance to and complying with FBC 2010, issued by manufacturer,dated 10/11/11,signed and sealed by A.Lynn Miller,P.E. (Submitted under previous NOA No. 11-1013.24) 5. Statement letter of no financial interest, issued by manufacturer, dated 10/11/11, signed and sealed by A. Lynn Miller,P. E. (Submitted under previous NOA No. 11-1013.24) 6. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer-is assuming full professional and legal responsibility for all engineering documents pertaining to this NOA, dated 10/07/11, signed and sealed by A.Lynn Miller,P.E. (Submitted under previous NOA No.111013.24) 7. Laboratory compliance letter for Test Report No. FTL-5941, issued by Fenestration Testing Laboratory,Inc.,dated 05/20/09,signed and sealed by Julio E. Gonzalez, P.E. (Submitted under previous NOA No. 09-1028.10) 8. Proposal No. 08-1891 issued by Product Control, dated 01/26/09, signed by Ishaq Chanda,P.E. (Submitted under previous NOA No. 09-1028.10) .. ... . . . . . .. % . .. ... .. . . . .. _ Jaime D.Gascon,P.'E, Product Control Section Supervisor • • NOA No.14--1117.05 •• • • • • •• • • Expiration Date: February 24,2020 . .. .. . . . . . ••• ••• Approval Date: February 19,2015 E 1 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PGT Industries NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 9. Laboratory compliance letter for Test Reports No.'s FTI.4921, dated 07/17/06, FTL--4527, dated 02/10/05, YMA528, dated 02/14/05, FTLA315, dated 09/13/04, FTL--4529, dated 02/14/05, FTL-4530, dated 02/14/05, FTL-4311, dated 09/01/04 and FTL-4312,dated 09/13/04,all issued by Fenestration Testing Laboratory,Inc.-, all signed and sealed by Edmundo J.Largaespada,P.E. (Submitted under previous NOA No, 05-0419.03) G. OTHERS- 1. Notice of Acceptance No. 11--1013.24,issued to PGT Industries for their Series "FD- 750" Outswing Aluminum French Door w/Sidelites — L.M.I., approved on 11/24/11 and expiring on 02/24/15. . .. . . . . ... . ..0 ... .. 0. . . .. Jaime D.Gascon,P.E. • ••• ••• Product Control Section Supervisor • . NOA No.14-1117.05 •.. . Expiration Date: February 24,2020 . . . . . .. . . ••: :• V ••• so: ••• Approval Date: February 19,2015 E-4 ... . . . . ... . . . . . . . . . . . . . .. •• ..• V. .. ... . . ... . NOTES: OUTSWING IMPACT FRENCH DOOR(S)AND SIDE LITE(S) 1 GLAZING OPTIONS: M71 7iDNSMWGOF(1)'trreOF3H6"ANNEALEOGLASSAND(IWTE3118_ "HEA�STRE HENEDGVISSWITHAN-.090PVBINTER(AYEROF-DUZON BUTACITE OR$AFtEX/KEEPSAFE MAXIMUS- B. ./ "IAMI CONSISTING OF(2)LITE$OF 3/18"HEAT STRENGTHENED GLASS WITH AN.090 PVS INTERLAYER OF DUPONT BUTACITE OR SAFLEXMEEPSAFE MAXIMUM. C.7/10"LAMI CONSISTING OF(1)LITE OF 3/18"ANNEALED GLASS AND(1)UTE'OF 3/18"HEAT STRENGTHENED GLASS WITH AN,076 VANCEVA INTERLAYER, D.7 1/8".LAMI CONSISTING OF(2)LITES OF 3/18"HEAT STRENGTHENED GLASS WITH AN.076 VANCEVA INTERLAYER. E. MI 1.0,CONSISTING OF(1)LITE OF 3/18"TEMPERED GLASS OUTSIDE,1/4 "AIR SPACE AND(1)7118"LAMI GLASS ASSEMBLY INSIDE(3/18"A,.090 PVB,3H 8"H$). NOA DRAWING MAF' F.7/8"LAMI 1.0.CONSISTING OF(1)LITE OF 3/18"TEMPERED GLASS OU751DE 1/4"AIR SPACE AND(1)7/18"LAMI GLASS ASSEMBLY INSIDE(3/18"HS,.0TOPIC SHEET 90 PVB,3/18"HS} GENERAL NOTES............1 CONFIGURATIONS...........I 0.78"LAMI 1,0.CONSISTING OF(1)LITE OF 3/18"TEMPERED GLASS OUTSIDE]1/4'AIRSPACE AND(1)7/1W LAM[GLASS ASSEMBLY INSIDE GLAZING DETAILS...........2 (3118"&.076 VANCEVA,3118"HS). DESIGN PRESSURES.....,3 ELEVATIONS.................... 4 H. (I Q_CONSISTING OF(1)LITE OF 3118"TEMPERED GLASS OUTSIDE,1/4-AIR SPACE AND(1)7/18"LAMI GLASS ASSEMBLY INSIDE VERT.SECTIONS.............8 (3/16-HS,.076 VANCEVA,3/16"HS), HORIZ,SECTIONS.......,,.. 6 . • •• 2.DESIGN PRESSURES:TABLE 1,SHEET 3. PARTS LIST..................... 7EXTRUSIONS.._. 8.9 • • • •• • • A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300-02. AN ...................10.1 • • • • BI POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300-02. • • 3.CONFIGURATIONS:4r�ZIj�C,2,M XX�,•0�,,X)C —O�' (M 9M OR OXXO WHERE Q REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE, • • •• •IANY TWO ADJACENT_,,UNITS CAN BE EITHER TWO SINGLE.a DOORS OR A DOUBLE,XX DOOR'BOTH USING EITHER THE STANDARD OR THE LOW-RISE SILL. THE mu.ucr RBvrxxn • BENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X 4,AND wni.ibe •••••• •••••. •• • g,UNITS TO MAKE THE ABOVE CONFIGURATIONS. MIS Ij OF •••�•• •••• • O�RAGE:THE 39 173'K STRESS INCREASE HAS NOT BEEN USED UJ THE DESIGN OF THIS PRODUCT.FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 THRU 11, • • • • •••• • R.SHUTTERS ARE NOT REQUIRED. 6.SEALANT:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE •••••• • •• •• •"ER10R AND EXTERIOR WITH CONTRACTORS SEALANT. • ••• • • •• • • 7 REFERENCES:TEST REPORTS:FTL-4311,FTL-4312,FTL-4316,FTL-4627,FTL4628,FTL-4629,FTL-4830,FTL4921 AND FTL-8941. •••••• •••• • • ANSI/AF&PA NDS-M FOR WOAD CONSTRUCTION •••• ADM-2065 ALUMINUM DESIGN MANUAL PRODUM210WRD 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY d 000Vbe WiftdW ridgy HURRICANE ZONE(HVHZ). hA., N* • �iunrr oNN M!(7F 7C0•rMcoLNi9 ANO MMAWALMMs. 1111 Now w ovxva soaax mWAR armrte +or•reawaoavatnr GENERAL NOTESAND DRAWINaMAP %�O�•., gf�Rio?.�Co;:: r „ Fecsoracroneawrca o ALUM.FRENCH DOOR A SIDE LITiES IMPACT ��'�ic`/S/�S�IONPy� sawNOKOANRMsIfI� -.w, A LYNN1. (7,P.E. R.K. 11/2JN4 L,T, om Form FU 1 • 12 8000.11 E FL P.E.#58705 7110"NOM. 7/16"NOM. 3110"ANNEALED OR HEAT STRENGTHENED GLASS 3/16^ANNEALED OR HEAT STRENGTHENED GLASS .090"DUPONT BUTACITE OR SAFLEXMEEPSAFE MAXIMUM PVB INTERLAYER 075"VANCEVA INTERLAYER 3/10"HEAT STRENGTHENED GLASS 3/16"HEAT STRENGTHENED GLASS 91 OR 92 93 OR 94 109 90 10909 107 107 105 6/8"GLASS 105 5/8-GLASS. BITE BITE EINTERIOR E&URN IMRIOR GLAZING DETAIL BETTING BLOCK GLAZING DETAIL SETTING BLOCK :....: "' '• 7/16"LAMI GLASS W/PVB INTERLAYER 7/16"LAMI GLASS WI VANCEVA INTERLAYER •• • •• •• 'NOM. 716^NOM. ,q 3110TEMPERED GLASS •••••• .....i •• "•• 3N6"TEMPERED GLASS "jib the ••••• • • '• •• AIR SPACE AIR SPACEhM IS s.... •... • • 3116"ANNEALEOOR HEAT 3/10"ANNEALED OR HEAT *000• • • • STRENGTHENED GLASS STRENGTHENED GLASS •••••• .090"DUPONT BUTACITE OR SAFLEX/ WO • • • •• •• KEEPSAFE MAXIMUM PVB INTERLAYER 076 VANCEVA INTERLAYER .•.•.• • •. .. .. 3116"HEAT STRENGTHENED GLASS 3116"HEAT STRENGTHENED GLASS • 000 • • 95 OR 96 97 oR 88 ' 109 109 11. ...... .... . . •*•ao• 108 90 108 90 FrtonucrnaNuuwau rComoYd+t tMFia" No 1 36 6/S"GLASS 105 616"GLASS / BITE BITE H r Mian •hoAu<t Omwl Itlll( E R10R INTERIOR EXTERIOR INTERIOR \�� LYNN M/t, ll ��t ��cENse'''F'P SETTING BLOCK SETTING BLOCK %* GLAZING DETAIL GLAZING DETAIL X706 7/8"LAMI I.G.GLASS W/PVB INTERLAYER 7/8n LAMI I.G. GLASS W/VANCEVA INTERLAYER -_* No. K >toa H0 ronroranvoaoorpxrve GLAZING DETAILS ourwo � oTM• * P.O. 17 ALUM.FRENCH DOOR&SIDE IMPACT lgt`iAL,�� o.r N.W.X iisrs�� .... .r r" n. ' a^ A.L1�NI�IMALL .Pz F.K. 11/x9/00 L.. �/BAD9 F0760 FUL 2 +1? 8000.11 E FL P.E.#68706 Table 1.Maximum Design Pressures(pso OVERHAN O LENGTH I^". Height On)Allowed OVERHANG Configuration Width(In) Glass HEIGHT Types 79 3/4"(68) 833/4 (700) 87 31V 91 3/4" ]WAS +70.0 80.0 +70.0 80.0 +70.0 80.0 +70.0 80.0SEE-50: C,G +100.0 -100.0 +100.0 -100.0 +100.0 •100.0 +100.0 -100.0 +100.0 -100.0 N T S: French 1.IF USING THE OPTIONAL LOW-RISE SILL Door -�- ,f3t` +70.0 -80.0 +70.0 -60.0 +70.0 -80.0 +70,0 -80.0 0.0- •80: (PART 10,SHEET 8 OF 12�THE OVERHANG HEIGHT MUST BE GREATER C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 THAN THE OVERHANG LENGTH(SEE DIAGRAM}IF NOT,THE MAXIMUM A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0' •80.0 +70.0 -80.0 POSITIVE(+)DESIGN PRESSURE Is Full 3611116, LIMITED TO+50.0 PSF FOR ALL STYLES 'fib CIO +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 •100.0 AND SIZES OF THE DOOR AND ANY . ♦••♦ ADJOINING SIDELITES.(REF.FTL-5941) • • "• ' • • 3011/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 •♦•••• Sidellte •:•••• • • i i Narrow 3311/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 400.0 +100.0 -100.0 +97.4 -97.4 •♦ ♦ •♦ ♦• Jamb A.lj,E.F +70.0 -80.0 +70.0 -80,0 •a••♦• •i♦♦♦i i• •• , +70.0 -80. +70,0 -80.0 +70.0 80.0 3611/16" C,G +100.0 -100.0 +99,9 -99.9 +95.3 +91.4 -91.4 +87.9 -87,9 +1.•i• •••♦ DH +1080 -100.0 00 0 rapourrafsycs�D IS +100.0 .-100.0 +100.0 -100.0 • • •••• ♦ • • •• •• Ta le la.Gigs and Test Usart Number •••••• • e• ♦• ♦♦ A- 116" MI(311W'A,.090PV 1 ) -4 11,4312,431 •• :•: •♦ • • B-7118"I.AMI(3/18"HS,.090 PV8,3/16-HS) UPGRADE FTI-4311,4312,4315 • C-7/16"LAM[(3/164A.,076 VANCEVA,3/1611-18) FTL4527,4528,4929,4530 ••♦♦•• D-7118"(AMI(3/1("HS,.076 VANCEVA,3/16"HS) UPGRADE FTL4527,4528,4529,4630 E-718"tAMI I.G.(3/18"7,1/4"Alfa SPACE,3/16"A,.090 PVS,3118"HS) PTL-4311,4312,4315 onucramaeWED F-7/8"LAMI I.G.(3/16"T,1/4"AIR SPACE,3/18"HS,.090 PVB,3/1(rHS) UPGRADE FTL-4311,4312,4315 G-7/8"LAMI I.G.(3H6"T,1/4"AIR SPACE,3/18"A,.076 VANCEVA,3116"HS) FTL-4527,4528,4529,4538 N0 H•718"LAMI I.G.(3118"T,114"AIRSPACE,3/18"HS,.075 VANCEVA,3116-1,16) UPGRADE FTL-4627,4528,4529:46 Miami De a Ao rcf •ed 1111U 1/ g LYNN 414 `* No.68706 �c Px fart» a 1LOCATOTARN 9 TOARM6000 ��'.' {o�llll - a..sea. f1YA 'to .,JL avow ae f°'"rnr9 ra� OESIGN PRESSURES 'D.P''•.•aLofroP•.'G�, Jre owero o "D + • Pagf� ALUM.FRENCH DOORB�S/DEUTES IMPACT NNtARst7/� ♦'" r+. A.LYNIJrIIdIiLI'f�,P.E. F!L f?rL3AH L,T. l/eV06 FD760 NTS 9 +12 @ODO-11 E FL P.E•#58705 �--7313/16"MAX.WIDTH 1-110 6/8"MAX.WIDTH 146 3/8"MAX.WIDTH .{ 963/4' MAX HEIGHT ALL • ••• ox!PR X0 OX0 OXXO(SHOWING EACH VERSION SIDELITE 36 11/16" •:•••• • • � � 3811/18" [�MAXWIDTH 913/4"MAX.WIDTH MAX.WIDTH � `MAX.WIDTH 26"MAX. II` •••••• • • •• OLD ALL 25" 333/18" rN01aUOPRIMSR0 UNITS -MAX,DL in ra*ilh ibille" • • 77 Iw 15 •i•••• ••.••• •s • // // // \ \ PRODUCT RMEWIRD \ \ / woomov M the FI0110. \ \ / Ae�ma Ne A No l i.mi Dade Co"w 7 111111! X xx NOTES: O(FULL JAMB) O(NARROW JAMB) *: ; 1.CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION, No.58706 2.FOR ANCHOR SPACING AND DETAILS SEE SHEETS 9 THROUGH 11. - 3.FOR VERTICAL SECTIONS SEE SHEET 6 AND FOR HORIZONTAL SECTIONS SEE SHEET 8. - mmmm um � U e..0•. AK " • nn "ss 1070TE&uocoaYQRle EXAMPLE ELEVATIONS ;� o ...r'Gt�': a�7nq o no Noxon•a alive +� S'''salr1 �� JA kOdNNOfstN�sxBsr p� i ALUM.FRENCH DOOR A SIDE LITES IMPACT xoroane asul. e+. A.LYiSN'IkiLL'k�P E. t7df 1 I•• FvsdO NTS 4 +12 8000.11 E FL P.E.#58705 VERTICAL SECTION A 1 VERTICAL SECTION B NARROW AND FULL OUTSW_ING HEAD all JAMB SIDE LITE HEAD r 4 81 8 4 oR 7 23 S ORIGINAL VERSION TOP RAIL B H 21 ® t ALTERNATE VERSION TOP ` i • •• 0000•• • • • • • • MAX.OLO MAX DLO 0000•• 0000•• • • • • • •••••• • • •• MY000L71161!r'Iwo •••••• • • w�ayln�,.lt6 ro.e19.ft ••••• • • •• ••• rarrilM ober • • EXTERIOR INTERIOR EXTERIOR INTERIOR Aeere.eN. ' 0000• 0000 • •• • • 0000 • •• •0000• 0 t • 001000 •0••••• • 00 •• 60:909 MAX. Mix HEIGHT HEIGHT •• i•i • • ••• ORIOINAL VERSION BOTTOM RAIL 000000 00*0 • • 0000 ALTBRNAT6 VERSION BOTTOM RAIL ucrssNewlw 1f whh dw no" 8 S 2 aq 0 No 1 10 i De a Pro c1 bnhol J2 � eQ+ 7 Inuirr ® $O VERTICAL SECTION C VERTICAL SECTION D NARROW AND FULLLLL OUTSWING SILL = * No.58705 AMB SIDE LITE SILL raea: 1• Ir I) . P!G B i aROWAI T61Gv 80RCelRAa.IXIRLmIpR. °pp0'P ��0, •STAT- .- lu ` aR no�scH,�acoorvr VERTICAL SECTIONS F NOtIbMIAfL aIP11 nro i�` '•.,<ORIOP. A ovlen. lolffnouwaesrmaaxEsr as epr fa7V ALUM.FRENCH DOOR&SIQE LlTES IMPACT ��'!rSIONAI. trJC 1P/28/Ue L.T. b1�/8gp Morcaaanarne F070o ,? b + 12U�x •x, ALY��1r91Itt�R,P.@. 9000.11 E PL P.E.#58706 OXXO HORIZONTAL SECTION SHOWING(1)OF EACH SIDE LITE TYPE o f t t f t t t 63 52 26 10 SEE NOTE 81 1 82 20 20 6 t 6 `. ' 5 •• • • ••• • • 29NOTE:ASSEMBLY HARDWARE QTY(3),11" • • • • • 80 FROM TOP$BOTTOM AND ONE AT MtDSPAN sees•• sees•• • • • • • DETAIL J 30 • • • INT *sees*• '. ..• 20 5 46. SLAB AT. EwoR sees*: . 26 GLASS BED �j 27 rpf;fsuCTfuv su�D ..•:.. :sees . .. .. 1 0 M li{.Um Q.n.rr •• •• ••••see* DETAIL G STILES AT ASTRAGAL' DETAIL FF . FULL JAMB SIDE LITE so***: •• •e •e 6 82 81 SEE NOTE 6 82 81 SEE NOTE (AT HINGE JAMB) 2a xwrwftmmeiwn • • • • • s.• • • • 5 5 • 1 , sees•• sees • • 'sees' 20 108 20 1 10 8 80 nucrxwith MD ON F '307 bo�fnu,.Ffoda. 7 No 27 30 80 27 �fufffr 29 83 70 29 83 70 gra 1 TAIL E DETAIL I `:trOa•;jGEN DETAIL H DETAIL K JAMB,FULL JAMB JAMB,NARROW Bios ' NARROW JAMB SIDE LITE HINGE JAMB TO HINGE JAMB ; ` SIDE LITE JAMB SIDE LITE �� ick w_ (AT HINGE JAMB) (NOT SHOWN ABOVE) = G D��I�• ; w; Sp1�of 2,. t0"80° ItNOS HOR/ZONTAI.SECTION bE7AI S a o1, No womw AFL S127I "'0 '..... ALUM.FRENCH DOOR&SIDE LITES,IMPACT ;CSSIONP�;�E. � A.LYNUlALLWI,P. F.K t?/29hk LT. 4 W6 FD7bD } 8 e 1R 0000 11 E FL P.EJ158705 FD750 DOORFA7S0 FUGi.J MB SIDE L1TE T� 1tHN I) DINCRIPTION UM IDWOMI DESCRIPTION .CTN FRAWKIKE&R-73 I 8006 F MB•HPA SI JAMB 1 6006 FRAMB•HPADRHDAiBJ MB 68006 4 8008 DRIPCAP 66008 3 IOOOA OJT-SWIM31M 6800)AOpy� 3 80010 IN081LL VJR 680M 7 8009 INSTA PIATB 61009 4 IP 8 MBASS134SLYSCREW ISX 1•PH"D 18 3 0.00•••••••NFAb IIL AM WE1 RIP CFR]30A 0813) � m 80 7 1 6 1007 31 $014 TOPSAIL 014 7 A T8 6100f n $013 BOTTOMRAIL 0*13 i ......... RAMBA8SIMIXYOMWnxrpiiWAp 781 9 L 7 6 8 36 A • 36 NUf 9t6•I8 7990NUtA ' 10 P N0. 37 809 MP 78M S W )AMBWBATHIOI3T LBOA Ui333 ^•'• BXLJ•P DRIVB7'PK SC881Y 7SX34PSTW 20 1 12 ISTIM 6012 61 9IDB 8. DT M Il 18014 TOP RAIL QUMDWRODDES M14 m 8049 IMUTIIJAMDTIUM SOW 33 1 8013 DSDWDREM mop FD750 NAR ! JAMB SIDE LITE "Bww OR171 FJFADASItL6Q0o6 • •• 24 1 8016 BM70MSWW 61016 4 %IA'6t 6600'1AST A DJAC71V8 68015 7 TH 7 7 IB 8Y i XI•PH - 78 A 000•• • • • TOPRAIL 1 • • • • •• PACK IF TE 8 Rif L 0013 • M19A 35 JA 18 X A 0000•• • • • . 0.000• r 61073 MWWA ••••• • • •• == N683x1/J• -$09 rt*18peft� • • 33 8130/41TR HQ ....:.... 0.000 0000 • 40 11 X Xf PH 80 DJUVOTUK SCPJiW WY. � • • • 1bt Mety 8 12nl l 1 SIPS UTSHFADTRIM • • 0000 0516.1 36 A 70 010 FRAMRIAMB 68010 •000•• • • • •• '� N 6.1 B.Y. .�' oz •••••• • •• •• 7 . •D39 MOCIAW MBCHA M SHIA 60678pt MA 8 BYBBAM 6/0018 IFCR•0• • • 9- Imam 4M•0•• 0 400 R BCR8W8N/X '8SF101LTRHD AX —SCR W• 4 > VA AL 61056 0000 7B wi vitn GLASS BLADE $lidl70NE 1031 TOUT 48031 M 8 T A BWIMW X18.68 is TR ND 90 I NT VAUKr PRODUCT RETJBWBD 4 ATA O.AL I ! WS I 1 91 •••�IIWLAMINATWOlA33 16ANN A90 6 PooDucrRE 811hPFIwWO 46 •8tR1 P TBATAS7P:AOAL ACTIVBHIEIO® W51104431 0.00.7/I6'IA ATBDGlA83 6 16 BWIdipCOM 47 M b X Ld' PHBLTR HD 3 X 97 '-^•'•7116'IAMDIATEOCLASS 16 ANN. VANCBVA 3/1Y gAc�aPun�°° 48 IHA M BCRBW FH 7612FPTX 04 ••••••••••v16`IAMMATEDOLASS IP .07 VANCBVA Na 4 36 K8FIA ATFBtDA,WL 9S ••aLAMI IA 16T U4'8PA 1 A90P 3116' 50 3 8 I/ PH 78 X 96 0.0.7111'IAMI LQ 16 T 1M•8 A H8 PVB 116 HS MMmi D� Ihud�M C•n1n 51 ..--4sMKrptATug=wsiutLssoxu2niitLuNDmoirmI 71X1 p 97 P.......... LAW IJ.L 16T PA 16•ANN.075YA A 6 S3 1 V8 88f BIUA 98 -- Y LAMI In one T I/4•SPACEL 3116•H&AS VANMVA 3116 HS) 111 111 J J 1 PA T M8Ef 105 CKBMD 68033 >! A 8TOLPA V8LOCKOPAR SHIA 106 I1036A BACKBBAD S3 0014A 1WRAIL OBOLTD 660EIA 107 SWA 7 BRAD p80�A i X IDM MIL IAODOLT 6wim 106 80SIA 3$'IOBRAD ------ * No.6�°g $7 IA BOLTB 73161J30LTX 109 IYJ4 MNVLMJL.BWSTP HI - �. o LLI LUZ RICNP1806 INYMT817lMA AODliEMO d7ANON. 6TP147 MWIN ",O'••, 51ASE• 11 •2` �mw ,670TI2pNpOLO0YDA1V8F PARTSUSr �''••., oQ"•.� �: JAW ow4w o t mtc NouD1IlJela5u7a .�o,�, •.,, o . �a�,. ADONJNMINI AWEr P,DOeQ4KocidYB ALUM.FRENCH DOOR&SIVE UTES IMPACT �'��FSSIpNP� xOKO1tr;Flartlt a+.wei +rr •. A.LYPIIt1JeAlaw P.E. F.K. 7Y28D8 L.T. law FO760 A 7 a 12 8000.11 E FL P.E.#60706 -.-{ 1.278 F4 002 4 .082 050 2.238 1.100 1 1.000 � I 4.027 ----� L 583 1 t 3.630—� ��.�_3.638—+IJJJ 1.353 �-, 1.033 .050 .040 1� 48006 6063-T6 #8003A 6063-T6 #8004C 6063-T5 ® #8008 6063-T5 #8007 6063-T6 AND SIDELITE SILL FRAME, HEAD,JAMB O OUT-SWING SILL CO OS SILL COVER UO DRIP CAP CO SCREW COVER 1 3.018 f 0 ::,0741- 62 I .[. 1.1 2.000 1.498 �+-1.940 583 L • •• .060 • • • TI.—r=..-3838'_`-"') 1 3.990 3-T5 •..•• ••• •, 7 INSTALL PLATE ® #eo5e 6063.T6 10 OUT-SWING LOW SILL #8012 1STILE3-T6 Z3 #8017 6063-T5 •••"' TOP SWEEP •••••• • • rRouucr RiVIR1�A • • ooa 075 060 ..s • 1.936 .100 1.938 T • • •••• • • 1.487 •••••• :797 • •••• : •••• •• •••�• 8.250 - I• 4.434---►I T C7 2.240-� • .•• 22 #8013 6063-T6 21 #8014 6063-T5 #8016 6063-T5 24 •••••• •••• BOTTOM RAIL TOP RAIL BOTTOM SWEEP —.41L L2.644 7b RhOmD�WUM�. RMW• aMraW .075 .fol ahs Rn ohoml . .100 T06 107 1.170 8.250 --0.-034 , #8013A 6063-T6 #8014A 6063-T5 #8015 6063-T6 55 &BOTTOM RAIL,LAG BOLT DESIGN TOP RAIL,LAG BOLT DESIGN 26 ASTRAGAL ��,.•��NsB , ' No 98105 is R,c , a w rt�ca . • sttAs 2 �\ � �� Aam" EXTRUSION PROFILES AOL , rroawioe•nwsnesr raeptr6�• ALUM.FRENCH DOOR&SIDELITES IMPACT J �� .isS10NA1L HWWAnsa7� MYNA — A.LYN�IAdi �.P.EA.LY4UMR.P.E. FO700 1/2 8 d 12 8000.ff E FL P.E.458705 I+-1.812� • .742�•+--• I 1 1 .076 a �� ,076 ._..L I 1.000 �. _""� - I-•- 1.783-►1 �2.438 .100 27 #8021 B 6063-T6 28 #8020A 6063-T6 29 #8018, 6063'46 30 #8019A 6063-T6 37 #8039 6063-T6 GEAR HINGE,JAMB GEAR HINGE,COVER HINGE, BACK-UP GEAR HINGE;DOOR TRUSS CLAMP ...... • • • •• •082 .126 3,2b1 •••••• • • • • 3.77 ^--y • • • 060 rjl— 1.000 • • •• •••438 ,326 ...L. • •••••• • 2,822 .125 .080 �•-----3.838-=----►� 1.836 /iW4UCf Men.nwM ••••• • • •• •• •.:.. .... • #8028 6063-T5 #8056.6063-T4 #8033B 6105-T5 c • SL HEAD TRIM e4 SUBSILL,OPTIONAL 70 #8010 6063-T6 80 FD ASSY BEAM • •••• • NARROW SL JAMB 15 ...... .... . . •••• 1.189 j j.046 ,j,•„— *957*u�— Pole — #6022 40 442 9 6 .046 4 �—2.313--►� �"M1�ro�tY�iFFkd& 885 F F 04b BACKBEADS 10 SL BACKBEAD q0 #87%6A BEAD 5 @#8024AG. BEAD T5 62 SL JAMB TRIM *: No,68705 ' ,,,.M„ .O•' A �011 ,° Tic r urauuoertvwsx ro>oMxoorpRn� EXTRUSION PROFILES %1p''' c Noacwowrwramrr erdp�im At UM.FRENCH DOOR SSIDELITES IMPACT ��','i`SSIONAL `��` one 8A74 LT. pro• 41aw 1/2 a A.LYNNhhILP �t.P.E. 9 n 12 8000.11 E RP,E.066706 9' 3" � l3' -1+► 11" 11" 3"MIN. HEAD&SILL 11" 3'MIN. - `HEAD&SILL 11" ATYP. ANCHOR '&TYP. ANCHOR CLUSTER I CLUSTER 10.571" (TYPICAL) (TYPICAL) 10.671" MAX. MAX.. OC 1 OC JA SHT.OTY. IMAX. JH�. �® H C QTY. _1M.lAX. HN. 96 314'-(6) O C 953(4'-(8) 96 314'-(5) D.C. ® �1 05 3/4"-(8) 91 3/4"•(6) 913(4'-(8) _T 91314'-(6) (2)EQ. (3)EQ. 913/4'-(8) 87 3/4".(6) :3 73w-(8) 873/4'-(6) SP..TYP. SP.TYP. 87 314"-(8) 833/4'-(6) 833/4'-(7) 833/4"-(6) 83314"-(7) 793/4'-(6). LT11• "-(7) 11" 79314"-(6) 11• 79314'-(7) 793/4 11" • •• •••• •`• •• :• 1`MTAIL A(CO NCR TE) ® EAI 5(WOOD ®DPTAIL 0(CONCRETE) iSEE NOTE 6 ®hF AI (WOOD) ..00 ••• ® (SINGLE PANEL) (SINGLE PANEL) (2 OR MORE PANEL APPL�LITY (2 OR MORE PANE L$ • ANCHOR TYPES: ANCHOR TYPES: ANCHOR TYPE-8: OF ENCIRCLED ANCHOR TYPES: • • •• ••• i OR 2 2 OR 3 1 OR 2 ANCHOR 2 QR 3 •••••• •' • �• LOCATIONS "•"` ANCHORAGE SPACING REQUIREMENTS: Awaud . •••• •••• f.DETA9 S A AND 8 ABOVE REPRESENT ANCHORING OF SINGLE X DOORS,OR INDIVIDUAL SIDE LITE 0 PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D • • •••••• •• ••ABOVE RE RE ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS,SINGLE X DOORS,NARROW JAMB OR FULL JAMB SIDE LITE PANELS,FOR MULTIPLE-PANEL 4Lr ••••• INSTALLATIONS OF TWO OR MORE PANELS, UNLESS OTHERWISE STATED,DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. •••••• • •e •• po ZOANCHOR TYPES:1-114"ELCO ULTRACON 2-1/4"ELCO S84 CRETE-FLEX 3-#12 STEEL SCREW(05) • • • • ` ••• • CONCRETE SUBSTRATE USE TYPE 1 AT 1 318"MIN.EMBEDMENT OR TYPE 2 AT 1 3/4"EMBEDMENT. 1314"MIN,EDGE DISTANCE FOR BOTH. •••••• •••• • i WOOD SUSTRATE-USE TYPE 2 OR TYPE 3 AT 1318•MIN.EMBEDMENT. • s •••• 3 SINGLE eMEL CQNFIOURATIONS:(DETAIL A,CONCRETE SUBSTRATE. DETAIL S.WOOD SUBSTRATE) HEAD AND SILL......8"MAX.FROM FRAME CORNERS. MIOOUCI•RHN8WRD JAMBS........„...........11"MAX.FROM FRAME CORNERS,18-600'MAX.O.C.CONCRETE SUBSTRATE(DETAIL A)AND 10.671"MAX.O.C.WOOD SUBSTRATE(DETAIL B� 00°°piftwfibas Flow& BuftbigCodo w 4- 4,TWO OR MORE PANEL CONFIGURATIONS:(DETAIL C.CONCRETE SUBSTRATE) HEAD AND SILL 0*MAX,FROM FRAME CORNERS,AND AT 31 AND 6"MAX.ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS(CLUSTER OF 4). �Al Mimi Da p f. *MBS 11*MAX.FROM FRAME CORNERS AND 18.600'MAX.O.C. 5.TWO QR MOPRE PANEL CONFIGURATIONS•(DETAIL D.WOOD SUBSTRATE) LI I I I ®HEAD AND SILL.....,6"MAX.FROM FRAME CORNERS,AND AT 3",6",9'AND 12"MAX.ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS(CLUSTER OF 8} ��4r�•'�CENSF' PLUS ENCIRCLED ANCHORS OUTSIDE CLUSTERS,REQUIRED ONLY ON PANEL WIDTHS OVER 27 314". t� JAMBS.....................11'MAX.FROM FRAME CORNERS AND 10.671"MAX.O.C. *i N0.58706 A O: 1-11 11 1E OF WNWrrcWO nsvrallona �. Iomiraptoionrarnz ANCHORA©ESPACINQ ��,�c� FgtoP.• �NOKOMa342MRtT '•,OS+',AR. TAPCOMr►Gum4par. ra eQx,mo ALUM.FRENCH DOOR$SIDE LITES IMPACT '��S/ NA1-A.LY►41�(.A PE. P.K. F076p 1/4 10 d 12 8000-11 E FL P.E,#58705 CO CONCRETE ANCHOR WOOD ANCHOR, 114"MAX. WOOD ANCHOR, CONCRETE ANCHOR MAX SEE NOTE 1 OPTIONAL SSE NOTE 2 GROUT SES NOTE 2 OPTIONAL 1/4"MAX, (NOTE 1) GROUT, 84 1/4'MAX. NOTE E 84 GROUT, SEE SEE NOTE 5 GROUT NOTE S SEE NOTE 6 j ;i �)�i,!1`:11..+•�.;t :. '.i L 1,e,'i• I :EMBED. 1 • i' .;� � �.—..� :e..•. x;3.4 KSIUW ;• �' EMBED. �`��, > 1117; �. �,.:' �.. ,�e '; �::,•, SEE® 3. KSI Iui11V. •i::::.' ,•,,,;• f t CONCRETEl: "';f "�. SEE 1 3/8' 13/8" r. •,,:..••• NOTE 1 CONCRETEf:"% a `�:;i NOTE 1 M N. 2x WOOD,SEE MIN. 2x WOOD,SEE •/ ..+ a.;cw'J_,.."`�� r ;v, ".;,�.:'r'.}` NOTE 3 i� Ngj&3 TYPICAL SIDE LITE SILL OPTIONAL SIDE LITE SILL ®TYPICAL SIDE LITE SILL OPTIONAL SIDE LITE SILL DIRECT TO CONCRETE) (SUBSILL TO CONCRETE) (DIRECT TO WOOD) (SUBSILL TO WOOD) • ••• EXTERIOR INTERIOR: • •••••• (ALL HEAD d SILL SECTIONS) 0000•• • • • • • • •• 60 0000•• • • •• '>; +• _•:+;.: 1 0000•• ® ,•i....,::.••. �Tr"""_ . • 09:6 0 • • • •• :r '... 1•. EMBED , KI � . ••••6 0••• • • ,;. i;! v--� %i"";i:CONCRETE: +').:.y. SEE • • • • +::..s.� 11+11.:EMBED. 1/4"® ;`+.q; ,;.i�-:t '•F;3 NOTE w�ifllillNiwWc •••• • : >.�.4 KSI Mla. Mm. ,� Y O+N i••••i • ;:.;.,.,•. I: SEE SHIM 2x WOOD 13/8"MIN. Amok CONCRETE' • • • •• •• ';:J•-� w-�.;•,: `.,j 'f J'NOTE 1 SEE NOTE 3 115 _ 06••90 • •• 1 x WOOD •• •• �' SEE NOTE 3 •• i•i •• • • 1/4•J 1/4"MAX • 600.60 • 0 MAX SHIM 0.09 6 • SHIM 0060 CONCRETE ANCHOR SEE NOTE 1 ®CONCRUG ANCHOR SSE NOTE 1 AWOOD ANCHOR SEB NOTE 2 PRODUCTRBNBWED TYPICAL DOOR&SIDE LITE HEAD aso mplyl%wOA the Florida _ ® 0Ildin Cods •Q NOTES: A=.No No 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DAOE COUNTY APPROVED ELOO 1/4•ULTRACONS OR 1/4"8S4 CRETE•FLEX, MIN.DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 134'. MIN.EMBEDMENT.-1/4'ULTRACON-13/8",1114"SS4 CRETE-FLEX-13/4, Mlmn Daae Product Omtrof 2, FOR WOOD APPLICATIONS USE#12 STEEL SCREWS(05)OR ELCO 1/4"884 CRETE-FLEX-1 3/8"MIN,EMBEDMENT FOR EITHER 3.WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1@"THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT 13 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 THE I I I 1 I AUTHORITY HAVING JURISDICTION(AH4 N.. LYNN i, 4,FOR ATTACHMENT TO ALUM:THE MAIL SHALL BE A MIN.STRENGTH OF 8083•T6 AND A MIN,OF 1/8'THICK. THE ALUM.STRUCTURAL MEMBER SHALL BE OF A SIZE TO �� , ...........M `�,0l/� AN PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A#12 SMS .• �ICENsF'.,�p WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET,THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR WOOD SHOWN = * ON SHEET 10 MAY BE USED, No.58705 5. IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON-SHRINK,NON-METALLIC GROUT,3400 PSI MIN.,(DONE BY OTHERS) O ; Gl• MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT 13 NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE. Fuc r • 1rAW 0i14"* 'O ., 8TATE OF lV. R-waxaf,FroroAWKV fom�olooromm ANCHORAGE DETAILS "LORIVII "' �,` ausdw F ti Ftaap70 bw �� s/ONAL E awFoeor�FcarrootFRtowr ALUM.FRENCH DOOR SIDE IMPACT it FAaxpw9 irtaut/ aw A.LYA�N�FAI1IL�tk��t,P.6. P.IG 19/2384 LT. Iro740 f/4 11 ^�12 8000 11 E FL RE.#68705 G]EXTERIOR INTERIORE:> (ALL SILL SECTIONS) CONCRETE OPTIONAL OPTIONAL. ANCHOR, SEE NOTE 1, 84 84. SHEET 11 WOOD ANCHOR, CONCRETE ANCCHT�O� SEE NOTE 1 1/4"MAX. SfiI P01 1. ® SEB NOTU 1,SHEET 11 11 1/4"MAX. SHEET 11 Off ' 114"MAX. B i 1/4"MAX. GROUT, t :y-x� SEE NOTE I w�s SEE NOTE 6,, ) 5,SHEET 11 ) GROUT ) S E NOTE SHEET 11 ' NOTE 6 6,SHEE711 3HE Si 1 ua pMWlip ;'t �{;: •;,�v r.'�''; i :i ,r :';:-'; EMBED. .,ti .P• .�:'34K81MIN •� '.�'•''' +'j•. A3.41CSIIuIM:`�' ••='',:;.r. . SEE NOTE 1 2x WbBC,_ 13/S" + 2x W "CONCRETE; I.< :`'"i �;: CONCRETE `• ` ® MIN. SEE NOTE 9,— -' 811B8T11 `};' ,`� ;tt' �' ':• r• ;':" SHHBTII L MIN. SEE NOTE 3' ^:. moi; f�,�:�:•:'ks`, ._.,,.:•: _ SHEETI_ SHEETI TYPICAL DOOR SILL OPTIONAL;DQOR SILL TYPICAL DOOR SILL OPTIONAL DOOR SILL • •• o so (DIRECT TO CONCRETE) (SUBSILL TO'CONCRETE) (DIRECT TO WOOD) (SUBSILL TO WOOD) ...... . • • . •• • •• ••• EMBED. �FiOUCq�► �w EMBED, t® SEE •••••• • • •• CONCRETE CONCRETE ••••• • •••6 i• i•• 40� NOTE 1, NOTk 1, AL ANCHOR, ® ANCHOR, t Srj • • SHEET11 SHEET11 SEE NOTE 1, 1318' SEE NOTE 2, ••••• •••••• •• so INTERIOR SHEETII MIN. SHEET II f i••••i •••• • TALL JAMB SECTIONS) : �, CONCRETE ... ' L' I•. +.. ' :' , ,. •. "'EXTERIOR `'r OR, rt a. .•�;:: ANCH •••••• • •• •• •• :?s''•:t:;,%s SEE NOTE 1, �:'i'.•>.;f • • • • n. : SHEET 11 3.4 KSI MIN.yj',ti.:; • • ;,�•�:�.c. CONCRETE •••••• •••• •• i OR1.5KSI ';%`•;Y:J:, ***so* • 3,4 KSI MIN �;u��:i MIN.CMU ;v;•.�: •••• CONCRETE t°v a ;• '{'•i .,,�• 2x WOOD, RODUCI'RIiNOWHD ;•�, ^(_;.� roto ( xi SEE NOTE 3, Dir tltme Ftarlds 1%WOOD, ufldSopCl,dt /� t- SEE NOTE 3, .. SHEET 11 , PIN SHEET 11 I 1/4"MAX.SHIM -I I+— 1/4"MAX.SHIM I — 1/4"MAX.SHIM--+y Itton1 Dido Product Control TYPICAL DOOR&SIDE LITE JAMBlVNN NSF'• No.58705 *' E 1lc j� ISIG i N •Yf. ilE deoYrovIGW, °�`°` %�0'•, STATE OF /t/: Mw�aaor 10MINCHNOWWOmfa ANCHORAGE DETAILS opo nncnvn+esnxewren vaagxteNOWMA PL so>a ALUM.FRENCH DOOR 48 SIDE LITES,IMPACT %sS/OHA� F\\\` NoxOaue:�0ta>� +•*" ft + • A.LYI�r•IWI1dA P.E. F.K. 12am L.T. uw Fo760 1/4 12 +12 8000-11 E FL P.EA 68705 rvt U UL i W<- (2 CC) (2odgs Z )v6t4 MlAM!•DADE MIAMI-DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SRS 26 Street,Rom 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,Fl.34275 SCOP>,: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to bo used in Miam -Va&County and other mitts where 419- by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. R1R reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone: DESCRIPTION: Series'TPGTI'Clipped Extruded Aluminum Tube Midlion--I;.M.I: i APPROVAL DOCUMENT: Drawing No. 6300JR, titled"'Impact-Resistant Aluminum Tube Mullions", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A", signed, seated and dated 10/15/13 by Anthony Lynn Miller,P.E., bearing the Miami-Dade County Product Control Revision Section 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- t LABELING: Each unit shall bear a permanent label-with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for insAdledd4attlt jpb sib 4t$torequest of the Building Official. This NOA revises NOA No. I1-092211 and bon>;ittg of tQis;ptll�p 1 and evidence pages E-1 and E-2, as well as approval document mentioned aboves.: •.: •.' : : ..' The submitted documentation was reviewed by Jaime D.Gascon,P.E. • .. . . . N6A_ �io.13-0815.05 . . . .. . . MIAMI O OTs COUNTY � �.� �• �• ••• •�� •�• Expiration Date: May.26,.2016 a 13 Approval Date.---October 31,2013- loge 1,2013- Page Y j . . . ... . . . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A', signed, sealed and dated 10/15/13 by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 20_2-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Eut ry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A-1 thru E-1), dated 02128/11, and addendum letter dated 0.5/05/11, all signed and sealed by Marlin D.Brinson,P.E. (Srrbnnitted under previous NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by manufacturer,dated 09/20/11,signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 11--0922.01) D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance and complying with the FBC-2010,dated 06/06/11,signed and sealed by Anthony Lynn Miller,P. E. 2. Laboratory addendum letter for Test Report No. FTL 6443, issued by Fenestration Testing Lab,Inc.,dated 05/05/11,signed and sealed by Marlin D.Brinson,P. E. (Submitted under prevjous-NQ.jlyof d j-9922 9i) f V 0 * 0 1-`:::)41 , -:2 Janne D.Gasco ,P.E. Product Control Section Supervisor ' NOA No.13-0815.05 •' •• Expiration Date: May 26,2016 . .. .. . . . . . Approval Date: October 31,2013 E-1 ... . . . . ... . . . .. .. . . . .. .. ... . . . ... . . PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(coNTRwED) 3. Laboratory compliance letter for Test Report No. VTL 6443, issued by Fenestration Testing Lab,Inc.,dated 02/28/11,signed and sealed by Marlin D.Brinson,P. E. (Subfnitted under previous NOA No. 11-0922.01) 4. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq I. Chanda,P. E.,Product Control Examiner. (Submitted under previous NOA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 11-0922.01, issued to PGT Industries, Inc. for their"PGT Series Aluminum Clipped Mullion—L.M.I:', approved on 12/08/11 and expiring on 05/26/16. .. ... . . . . . .. Jaime D.Gasc n,P.E. • 0:0 ••• Product Control Section Supervisor NOA No.13-0815.05 . .. .. . . . . . Expiration Date: May 26,2016 Approval Date: October 31,2013 E-2 . . . • . • . . . . • .. .. . . . .. .. ... . . . ... . . SUITABLE FOR ALL LOCATIONS REQUIRING NON-IMPACT OR LARGEA4ND SMALL GENERAL NOTES: MISSILE IMPACT-RESISTANT PRODUCTS 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE N ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE GENERAL NOTES._............._._.1 EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, ELEVIwsrnuCTbN3'" FIGURE MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. MULL TIONS..__."....._._....._..._..I e �RE 1:— MULL TO 2X WOOD....__....._......2 p MULTIPLE �I�••------OPENING WIDTH FOR VERTICAL MULL— ARCHESTOSE MULL TO IX B MASONRY...........2 HY MULLIONS I / —� SEE DUALS INscWeED NeIDE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL.PERFORMANCE OF THE MULLED UNITS.MULLIONS INSTALLATION NOTES.-....._.......2 d A•D,O,H; '� HAVE BEEN TESTED AS•FREE-FLOATING'AND DO NOT NERD TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUTSHALL MULL TO MASONRY-_..__....._......3 SHE 20 NOT HAVE A GAP OF MORE THAN 19*FROM THE CLIP. MULL TO STEEL STUD......."_..._, ,• Q MILL TO MULL...._.............._.....__3 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED AALTERN SPEC S._..•.•.•..•..._•.•`..V 3 co xy TERNATATE CWPB..__M._..._....4 l 1 DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN 1.1180.THE 1/3 STRESS INCREASE WAS NOT USED BAY WILL INSTALLATION. N THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 1 X 2 X.1125 MULL SPECS_...........5 Z 4 PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF O 1 X 2 X 376"LSPECS.SPE........W._.8 1 X 2.76X.976 MAIL BPECS...._....7 I ) OTHERS AND IS BEYOND THE SODPE OF THESE 1 X 2.76 x As MILL SPECS-...._....e Z eEB DUALS INSTRUCTIONS W / / III /y 1 X x126 x.600 MULL 8PEC5........8 SHEETS 2J' __ SEE DETALS 1 x 4 X.126 MULL SPECS........... m 7 _ I i I _ A THRU O: 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 4 X 376 TUBE MILL SPECS....I I F TS SHEETS 24 ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES SON THIS SHEET AND SHEET 2.1.FOR MULTIPLE UNITS,CONSIDER I X 4 X 376 T MDLL SPECS._.....11 F- I \� OPOMO ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWESTDESIGN 1.26X 3.166X.266 MULL SPECS_.12 ] 0 HEIGHT PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 2 x 4 X.25 MULL SPECS•.„».••�+y• Z W� W MULL FOR 2 X 8 X.26 MULLSPECS._..•.._....14 a p LENGTH HORIZONTAL 6)WHEN FINDING YOUR SIZE N THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). la X 2.11 x0126 MULL SPEC1),.•Ii• = ao y y 60MX 3.264GAY&RLL SPECS....._..16 SEE OETAL4 KILLIO68AYMULLESIO111•._.if 0 *2 y r M SHEET 3 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST MULLIOq 6 CUP DHMENSIDI3......1Nf20 BE ANCHOREDFROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT EIMMF*%•LYE....."..._.,..__••21 Fj AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILARMIATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT LGADIHGEXAMPLEB•••••_-._-._..22 a � REACTIONS. n FENe6TRA710N BE µy B)REFERENCE:MAY TEST REPORTS:FT L4M43;ELOO ULTRACONIAGGRE-GATOR NQA'S;ANSVAF&PA NOS FOR WOOD CONSTRUCTION; •000* • •••••• MUST BE ADM-ALUMINUM DESIGN MANUAL 0000 •••• • •N MANUFACTURED H • NY POT. 8)MULLIONS AND CLIPS HAVE BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING •••••• • • V M CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH • • •••••• Q POT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. •• •• • •44 ,/SEE DETAILS •••••• • .� HON2affAL A-D•G•H' 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVFR. • • • MULL SHEETS 24 • • • •••••• LENGTH ••••• HORIZONTAL MULL INSTRUCTIONS: • • • • LENGTH • • • •0000• 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT-1 FOR THE OPENING USING THE ASCE-7 STANDARD. •• • • 000 • • 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION(PRODUCTS FRAME DEPTH •• • 3)REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS"RECTANGULAR'OR`TRIANGULARMIAPEZODAI.'. ADDITIONALIEXAMPLES OF MULL CONFIGURATIONS: PRODUCT RBVI 4)FIND THE CHOSEN MULLIONS MULLION CAPACITY(LBS/M FROM TABLES to THROUGH 13A,ON SHEETS 6 THROUGH 17 .eeyi%with the Flmlde e� MULL OPENING Wg7H (--NSI L MULL uNmn j RESPECTIVELY,USING THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING Bundlps do LMULLH�. r"" � VERTICALLY OR HORIZONTALLY).THE MULLpN CAPACITY(LBS(n OBTAINED SHALL MEET O0.EXCEED THE DESIGN PRESSURE Awe No IT� f. REQUIREMENT(LBS&M FOR THE OPENING OBTAINED IN STEP 1). �ro g I p HEIGHT NING 6)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REPAIRED(LAS).THIS NAim! uct uro f16 FOR VALUE REPRESENTS THE WINOLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL M LENGTH NORR ` ` ! MILL MULLION CAPACITY. IIUUU 11II1!/A r LE 6)FROM THE ANCHOR CAPACITY(LOS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE ON...........ulF ANCHOR/SU BSTRA ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED al • \CENS ANCHOR CAPACITY 18 MET. '4' '•.•k oPEwrw WIDTH N0.68706 SINGLE MULLION SINGLE MULLION FOR VERTICAL MULL 7)IF THE MULLION CAPACII•Y(LBS)FM OBTAINED N THE TABLE 16 HIGHER THAN THE DE E E E OPENING WIDTH FOR THE OPENING,YOU MAY USE T(•IE"ANCHOR CAPACITY ADJUSTMENT FORMULA•TO OBT IN THE LOWER ANCHOR CAPACITY Fay V9ITICAL MULL REQUIRED.WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR TIDE SAME SUBSTRATE O . SEE CORRESPONDING DUALS MULTIPLE MULLIONS FROM FIGURE 1 ABOVE. B)VERIFY THE DESIGN PRESSURE RATING(LBS/Fr)FOR THE FENESTRATION PRODUCT TO 86 USED AND COMPARE WITH THE FINAL % j SAT G�` MULLf1ZN CAPACITY(LBS/FT9 OBTAINED FOR THE MULLION SYSTVM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE '�''•F(ORWP•'� B)HIGHLIGHT OPTION USED ANDD FENESTRATION TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR APERMIT. /SILY. ,77Sisi�NAI�`1 L``` A.LYNN MILER,P.E. FL P.E.#68706 11 DETAIL A: DETAIL B: Mme•m 1 MULLION TO 2X WOOD BUCK ""OUJON MULLION ATTACHED TO 1X BuaaTFeP TYRANCHOR 11 i OR WOOD FRAMING WOOD BUCK AND MASONRY AND PER SE TABLES $Y (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) sv HERB, Be¢SEErAMEs 18 106 d SEE NOTE 1, I j MULLION i SHEET 1. 8 Q BEE SHEETS b 4 I Mpi 2.7 KW '-•,.,'. ...•. EOOE _ 8TrtANDARD ° I I 1 LOCATIONS d 1 1 CONCRETE OR CMU ,'I•" I DISTANCE, f/� Imo— + ' N OFFSET MULL EDGE e ° ° I '� BEE SEE TABLES CLIP MANSE ° I .e DISTANCE I a FOR MASONRY 1B•1� L INSTALLED BY •.d a. I I I FOR WOOD 1 A MA80NRY W Q TMS METHOD °. SCREWS L e a ' I I I SIDE VIEWco W °. .400'MAX FQR d.. e f ALL WAL10N8 ° �• e, .e ♦ d, OFFSEF MULL •••• Z V MAY BE • • d EXTERIOR . IRBTALLED BY •••• �jJ O G EDGE 4. - � •0 TwfMETNOD 0 000 a coZ r a e' ° .71 DISTANCE •••• • •� ° ° � 0000• • Z • MASONRY • • Q \ ANGOR$ •••••• • N EXTERIOR ed °: ° e v 000000 •0000• • • Y 0090 •00• 000 S2 H • TYP.ANCHOR M.ANCHOR •••••• • — • TYP.ANCHOR �PERSUBBTRATE, PER 6UBSTRATE, • • • A,SUS6TRATE, / 8EE TABLES 16.108 EEE TABLES 1B•tp� • • •••• 0 0 0 0•• 8EE TABLE818.10x // EOGEIEND DISTANCE BUCI%TRIP • • • • SEE TABLES • EMB T— BucKBTwP 18-106 T 't'+' . . .•1 BY OTXV • 000 •0•0 0 AND EMBEDMENT•.. l,. •l. SEE NOTE i. 0 •0 • ATTACHMENT l: •'1 BYOTHERS, �� {•' Lam: ., l SHEET I. • 8EE NDFE 1, • • - , ' IMIN 4.7 KSI CONCRETE OR CANT SIDE VIEW FRONT VIEW es ma ying Wi�kTdic m1Wo de FRONT VIEW AcOcepiaanoo Bx,Pwa' maw INSTALLATION NOTES: Ni Dade act tllB 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, Ig 2ONLLYY.BBECAUSE THE ANCHOR CAPATITY OF ANCHORS AND LCIITSIZE TiY IS BASED PARTLYN THE AREANCHOR TO ANCHOR DISTANCE,THE `R PICTORIAL REPRESENTATION \,��ON�(LYNN CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE �:.• �LCENSF '•, 9 FOLLOWMIG SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR 61TERIOR CLIP MAY SE USED. * NO.68706 ' 3)ANCHOR HEAD TYPE MAY BE PANEAD,HEXHEAD OR FLATHEAD. ' 4)WOOD BUCKS RE OPTIONAL,SEE DETAIL C,SHEET 3. 'O (. 1513 STAT •40- 6)FOR MASONRY APPLICATIONS NKNANI•DADECOUNTY,USE ONLY MIAMI-DADECOUNTY APPROVED '� •'•.F(OR109'••'• \?` ELCO ULTRACON OR ELCO 11C S.S.AGGREGATOR MASONRY ANCHORS. �i •••••• �G�� +'A LgNNMkLth,\PE . FL P.E.#68706 l DETAIL E: DETAIL C: A2W MRL MULLION TO MULLION y MULLION DIRECTLY ATTACHED TO INTERSECTION TE • E3 n MASONRY STRUCTURE MULUON (U-CLIP)` 1)MAY BE INSTALLED IN'TEE•OR'CROSS' pC{d (STANDARD CLIP SHOWN) VARIW INTERSECTIONS. S�j o 0. 2)MAY BE INSTALLED HORIZONTALLY Y I I (SHOWN)OR VERTICALLY. 1 I TYP.ANCHOR L , THE I SUBSTRATE, �DFF�BEr�LL 1 I SFE TABLES 118400TOP SEE U CUP DRAWINGS,SHEETS 18.20 .Q MI I TOP VIEW FOR CORRESPONDING MULLION. CUP MAV BE 1 1 EDDE DISTANCE MULLION p INSTALLED BY 11 _. FOR MASON T}gSMET110D 1 j VARIES-ANCHONS ,--moi 3 !n 1 I�^ • N128TEELSCREWS, (4) I 1 I 6ELF4MWNG OR PRE-DRILL ,/� <� • \`./ MULLION AND USE SMS ILI I co �" s MULLION 1p EXTERIOR (6 4 Z EDOEDISTANCE .• I FOR MASONRY `` •••• Z V / • • ANCHORS • LBLTCLEIRSECTION �/�, • • •••• .�.I • • O J A EXTERIOR ••• • ••• ¢ • r en TYP.ANCHORG • • • ER SUBSTRATE. G Q • • •• • Z • • / SEE TABLES 18-108 Q / TYP.ANCHOR SEE HEWSOCIATIDNB see*** • N NL-1 • G PER$VBBTRATE, HOLE Is SEE TMLl818•tOB •••••• (n AND FRONT VIEW EDGE ATTACHMENT DISTANCE •••• •••• •• (n BY OTHSEE ER$ SEE TABLES EMBE �• .� ' .• ../•' 18108 NOTE SHEET 1 •••••• • • Q• • EDGE •••••• d ,• DISTANCE • •• • ••• :.•;.•. .-,^.�•.:...� � ,•.• .' ..�••,.',s SEE TABLES MW 2.7 KIN CONCRETE OR CMU MB/2.7 KSI CONCRETE OR CMU 10108 • • —A .9 FRONT VIEW SIDE VIEW DETAIL D: • • • • •••••• MULLION ATTACHED TO • •••• STEEL STUD • • • • • (STANDARD CLIP SHOWN) ••• ••• i•••• INSTALLATION NOTES: STRUCTURE • •• i TYP.ANCHOR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A PER SUBSTRATE, \ SEE TABLES 18.108 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ti SEE sHEE� PRODUCT'RBVISHD ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE ® as co lying 01 dw PooddB CORRECT OUIW TITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE .` 162 HOLE Bu11d1ng Codc LOCATIONS AExc«plenced FOLLOWING SHEETS.FOR DETAILS A-0,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. r MULLION 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. \` wamf Ila a Comm4)WOOD SUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. ® 11111 I111j 6)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMWADE COUNTY APPROVED EDGE `*��Oa`! ••,•••A�j��,i'�i ELCO ULTRACON OR ELCO IM S.S.AGGREGATOR MASONRY ANCHORS. FOR STEEL STUDS THINNER THAN SEE TABLES •� FRONT VIEW 16 OA AND COMPLIANT WRHTHE FL BUILDING 18.108 ` ;• L•\GEN$Lc'••. CODE,A2XVKM BACKER MUST USED. ATTACHMENT BY OTHERS. No.68705 EXTERIOR USE WOODANCHORSPEC4 SIDE VIEW NOTES: k4' 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD Q STA •I(/: ANCHOR VALUES MAYBE USED. ��"'��•'••,'qORLOP• 2)SEE CORRESPONDING MULLION TABLES, SHEETS 5.17,FOR QUANTITY OF SCREWS. A.Lf{•II111ANI 1LLER,P.E. FL P.E.#58705 DETAIL F: JQETAIL G: DETAIL H: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP SAY MULLION INSTALLATION (F-CLIP) (ANGLE CUP) (ANGLE CLIP) ' SEE DETAILS A{, 30-OR 46' SHEETS 2 AND SfOR INSTALLATION MULL TO SPECIFIC BUSSTRATES. Mt1Lt10N � Q 0 O Z vL O O O W O O O O 0 O y O O TOP VIEW 0 SIDE Vlr=W W O SHOWN WITH 1'X 4'X.126' TOP VIEW LLI MULLION w EXTERIOR I I I I 1 ER4TW TE. I I SEE TABLES 12B OR 130 •••• Z () STANDARD MULLION CUP I i —PER•&�10�5TR�ATE, f I EXTERbR ••• ••♦••♦ 8� Z CONOITIONS.M004FIED TO�FELD I BEE KABLESiB•118 1 I �-�J •• • • ••• Z r' cn 1 1 I •• • MdLLION I I I � I I ��MY MULL. • H }" � O 1 II 11 I •••f •••• N • 1 2•X.8'Xd28• • • *000 • •IQ I j I 1 ANGLE CUP, r 2PER MULLION END. •♦••• • • V 00 MUST BB INSTALLED • • ••••f• a 0 1 INSIDE OF MULL. •• •f • • .A I • • • TIP.ANCHORERSUBSTRAM i� •••♦• SEE TABLES 16.108 • • f •♦•••• ./J INTO WOOD, •• • • ••• • w STEEL,ALYM • • • INTO WOOD,STEEL, STAAtN�0AIl0CLI'TO BE EXTERIOR OR MASONRY EXTERIOR •♦ • ALUM,CMJ OR MASONRY NODIFIEO IN-FIELO. Y E7[fO �" �\ +R. IDUCTI ED Wilk the Florida oealpb8lde C� v ® I ® INTO WOOD,STBEL. I O Uri 01L ® ® 7�zzl OR MASONRY J.EDGE H . DISTANCE BY adoP uet Canlro PER ANCHOR EDGE --® Q pERRANCHOR NOTES FOR INSTALLATION OPTION G&H: `ONy LYNN• O 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. :,a .•'•�,\GEN3F''•.• NOTES FOR INSTALLATION OPTIONS R 2)DETAIL G:SEE TABLES 1B-IIS FOR ANCHOR QUANTITIES AND SHEET*18.20 FOR HOLE *: No.68765 ' 'MULLION. LOCATIONS. 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28'X 2.11'X.125 2)SEE TABLES 1 B-10B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATpNB. 3)DETAIL H:SEE TABLES 128 OR 138 FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR �'.• �0)S 1 :'dl/ 3)THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICATION. HOLE LOCATIONS. . gTATE OF k/ .t� ' .FlOR10A•'G��: A.NY I Eli,P.E. FL P.E.#58705 (?oo f) ILI 2 � � KCV6 POCX"-O TABLE 1A �Ky Millman Capacity Table be&) Opening Width(forverticamyepeminprrnlmonD)ofOpening Helpht(for_hRdzar �Ivparrt*mull 601. Coln 701n soIn 9001 201a 1401n 16081 R«lanp9ar TMp/7iMtt0. Ra4fangJ• Trap/74rtp. ReDlanOeior Tnpipi•q. Ractonplr T•pRdo.y Raci«0tdar TnplMrg. RoatetpWr TnpTtiaro. Re•a.ptlr TtaWhirg. R«MnpWr 1FeplfO«a Reol�d0r MpfMnro. ��4 1x 126 1 0 Laa00p Lo"np Loft Loaft L«OF9 L"ft L«Omp Looft l«t•p 1O.0v Loa6tp Lasav Look* Looft WOW L-oft Looft I Tube to /21. 111.9 406 120.51 712 93.2 406 1163 326 719 400 107.6 321 6910 401 101.4 319 62.1 106 10610 SID 1 60.9 1 406 104.01 719 4910 106 104.0 119 30.9 40e 101.0 319 35.0 1 406 104.01 319 �491n 7y 312 93.6 2M 02A J12262 136 312 67.0 248 461 312 61.2 246 41A 312 SiA '244 $7.6 312 61.0 2N 11.2 312 It.0 244 26.9 312 61.0 244 2310 112 61.0 241 jI (2 .623In OSA 261 10A 234 632 226 45A 201 66.7 224 3910 261 52.1 22i 36.3 261 50.1 2m 31.9 281 413 210 29.6 261 69.3 219 2210 L7 49.J 219 20.0 281 V.3 219 $ LL 61 b 6210 247 67.6 207 439 202 l7A 247 44.8 199 32.9 117 41.6 190 20.2 247 30A 194 20.3 247 314 191 213 247 38.1 193 16.6 241 10.1 193 16.4 247 311 193 m ILI J 60m JCA 200 113 1I0 320 188 27.4 200 31.6 163 24.0 200 26.9 160 21.3 200 27.1 189 191 20D 2610 167 110 200 2610 166 L1 W N 33.1 181 36.3 166 VA 162 237 101 26.0 149 20.7 101 24.6 140 114 181 2210 144 1a6 191 21.7 143 85 In 244 166 31.0 142 2410 UD 2010 les 231 136 110 166 21.0 114 00000 Z 721n 221 136 23.3 120 16.6 1 t6 1610 139 11.5 116 • • •I it •..• ? • Al N 16A 126 19.7 100 16.7 107 °••' t • ••• J M 761n 1710 116 112 104 •••••• •••• '"A I • TA LE 1B AnchorC homy Table IDs ANCHOR C CAPACITY USTMEIJTfq�+i�SA: • c tt.w Sex Odq. Food CMU PT Nabl (OP-)X( �`4NJ jC - P. (n ' MUIUtON CAP.p ,, _ d/Q•Embo UC:63 Nth'Elco 1N^SS Eton e/0 Wool 812 6toel M2°tam • •• ••• • Anohtx rips:RNA e UltraeO. U4^Ell UOrawa 3116'EI«Unawn tl4'Ebo U0r«an USE THIS FORMULA TO OBTAIN --._.f__ Y Y Atldlor P911.11n lAuaeen Apy40otor Il6teaan AppnOMa Qelaw10W1 8eraw(OS)Waaw1031 TYE:ANC� •••• r • rgl.gatatw2.112' 1. 2-W' 3.119• r 2407 r 2.1rr r 3-vs 20 049' 164• 1321- CAPACITY REO)RED'CORRESPONDING TORN H x• EnreOtnrx 6M 1aM" lana• 1aW r 1-114• 1-1M- 14W 1-1w 1.114^ 1-114• r tare^ 1.361^ «tale 4) ACTUAL PRESSURE REQUIREMENTfMF0 N • • Q •O 4. o.o./ ao T ego na oma roe ma 40 les /s 1M OPENING.WHEN IT IS LOWER THAHRHE MULLON •••••• 4. 4 AVAM O 1.13'Ma O.Q/etonlael la/OOnp Cep 7V.274WIts 70D 9• ICA WA WA WA 380 mo WA WA OA WA NA 69210. °40 mb itWlto CAPACITY(FROM THE TABLE)d'HE a LECTED • g ••?� 4Analan03•MN.0.0./(2)1x6At1plaCape/flip.. 76oIb 660Iha 16s0a 1�enb BIO ma �OQOIb wA 760 ma 93610. eeoma 2361a 692 ma °alt» 11209• MULLION.IT WILL YIELD AMINm1y.yA"CR • • 2 A4111"®0.4SMIn OX,I UCLA Dae 1107•Alms.(RIG.4l WA WA WA WA WA WA WA WA IPA WA WA WA WA 7Is 0M CAPACITY WHICH MAY BE USEI&TO QYALI FY 1 Anallar/fCOp(Fp.lit 1� 2210 b 446 ma 8221ha 136 ib 110 ma 1779w 170 ma 234;m 332 b 6Dt b 183 iib zfo ms leo ma ADDITIONAL ANCHOR OPTIONWROM THS • • •••••• 210 Khm 01.15^WO O.Q/f4`Ap M WT Its 3WIto WA WA WA WA 190 no WA WA WA WA WA 328110. 420ma Iha JWCHOR CAPACITY TABLE. •••••• • • • NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. • • • •••..• FIGURE 1: FIGURE 2: TABLE NOTES: • • • • R1)DUCTRSVISBD 1)SEE SHEET'1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. complyntg with We Plorhll SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. j 1.IXXr adl"Il oo& ,QJC 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND80R OPENING WIDTHS IS ALLOWABLE. ro FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18.20. Iamit"Prodod to HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 1830. 244 1 I1 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CUP MUST BE USED IN PAM. LYNN CONCRETE BES:CONCRETE LOq(UNIT(CMtnHSHALL�CONFORM TO ASTMNFORM TO ACI 040. FW000 SHALL PRESSURE-TREATED W AND ` 1�' *\�'?\,,CENStc FIGURE 4: FIGURE 5: FIGURE& YELLOW SOUTHERN PINE WITH AN SO OF 0,65.ALUMINUM SHALL BE 8083-76 AND BE A MINIMUM OF.125' I '•, THICK.STEEL-STUDS TO BE A MINIMUM GRADE 33 AND.046'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1'X 2'X.126'MLLUON ` *' No.687105 LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND _ THE MATERIAL. = / I TtE A� A.LFNNMNIp1tE�P.E. FL P.E.#�i8706 TABLE 2A - I Mullion Capacity Table a/A3 P OperingYWdth(for vw0ca paint mullions)orOpening Height po Wzm1ay-sparciromifions) axle < 50 In win 70M soh 90 in Ito0b 1201n 140 In 180.in RecWWW TI WTftn Reduq" Tcs#Tdang. Rodav4N 111eWidon9. Recter•odr TmWTdongReoWoll r ToWrTdwo Radooplev TrWT"M Rootte<ONa 714WTdeh• olgd / . Redal Topff" . Reda•01• Imn"Ism e d 1 x2x.375 10°a0 Loot toemng Loading Looft Loodn0 Loft tooft Loadhg L-db9 I.oad'xg towhv toedirg Loadb9 Loaanp Lo.dnB $$LMtlY• Lose1• Alum. dY MNton e g g d g d g ! d� d , 3 oma rn 421n 1700 620 170.0 435 151.3 082 170.0 478 129.7 I 682 170.01 We 113.6862 10..6 518 100.9 881 %8.9 517 90.8W2 Will 617 76.7 002 1689 517 849 062 108.9 517 68.7 eat 168.0 Si? � i( 49 In 12118 507 1380 4/9 101.4 07 1182 410 06.0 607 106.7' 403 78.0 607 102.6 390 87.6 607 00.8 307 ao e 600 00.0 305 50.7 607 87.0 308 43.4 607 09.0 8.96 36.0 607 99.0 366 6OMM 1017 468 114.8 370 85.4 450 919 371 M.1 458 90.5 We 64.0 400 84.0 300 57.6 466 81.9 367 61.0 4611 x0.0 3a6 43.2 458 60.0 350 37.0 IQa 80.0 369 324 46e sag 368 LLL w N 65.4 400 93.3 '336 71.2 400 00.0 326 81.0 400 72.7 322 634 490 07.3 318 47.6 40D 64.0 316 42.7 400 023 314 38.! 400 01.0 313 30.6 400 81.0 313 287 400 41.6 313 LU d p OOIn 828 324 115.9 276 519 324 57.6 270 44.5 324 51.2 264 389 324 499 260 34.0 324 43.9 257 M.1 324 42.0 260 25.0 3N 40.6 263 21.2 324 40.6 263 186 321 40.6 263 (� 3Gs 6111, 614 2W 67.4 = M.0 214 49.2 246 380 204 43.6 241 336 204 396 237 20.9 2W 37.1 234 25.9 2W 35.2 232 22.4 2W 33.5 230 19.2 2W 33.4 23D ta.8 2W 33.4 2J0 W 8915 46.0 266 49.5 '230 8.9.0 258 424 236 330 258 31.51 221 29.2 2611 341 213 290 200 31.6 2I5 231 ?t• 28.6 212 16.5 285 25.0 210 10.7 266 27.7 200 14.6 2M 27.7 209 •••• Z (n 721n 38.0 225 370 195 30.0 716 32.2 191 23.7 225 28.4 108 226 225 298 166 2110 225 236 182 180 716 22.1 100 18.0 226 20.3 177 12.9 226 188 178 11.3 225 19.6 170 • • `� 7815 30.8. 207 32.0 177 26.6 202 27.2 173 21.0 202 239 170 182 202 21.6 167 ITT 2112 19.7 185 16.3 ;M 184 187 126 202 16.7 100 10.9 202 16.9 168 99 202 190 168 � ••• •••• � � Q. 781, 28.8 192 79.6 186 23.8 192 25.1 105 20.2 192 220 182 17.7 192 187 150 197 102 10:1 157 1142 192 189 155 11.8 192 16.2 1W 10.1 102 14.4 1t0 8.9 192 ill 160 •• 0 •• :•: � � � M 90 h 10.6 1M 19.0 138 160 7M 16.1 126 •••••• •• • Z t�i • Q osh 182 121 158 113 •••••• • N b � TABLE 2B ANCHOR CAPACITY ADJUSTMENTfORMYLA: •••• (A An horCepackil,Table fibs) (ANCHORCAD. • • X - Y 361 coo Filed CMU PT Doli Motel (DP-)X\MULLAH -MNI6CIR CAP.,. •••• dlr Ebo 1/445 Ebo 6110 Ebo 1/4"66 Elco A106bN 012811 Att WON THIS FORMULA TO OBTA64tAE•/NEHOR .A7lcitorCI Peowns AndyT7pn' Y16•EtoolJanoon t/4'EiooIAraoon TiltEbotAhown iM•Eb0Ul4saan • • P u11px1 Agro' Mom Appn7Hbr B4 0A r BcrMal- go" Aaw CAPACITY REOURED•CORRE AN •••••• a O ldp.hawlhs phl7 r 2012 1• 2-177 3.1/r P 2-1rI• 1' 2- z 3.1/r r QIe^ 8.w• 8.8.24• ayl[;�,� • LL • f�l Ellbodmen W I-w4- 1414 13w 13ir 2 1-111• 1-v4 INC 1.1H• 1•vr 1-lw 2• 1'3rr 1.3118.' 698.nda 4) ACTUAL PRE $$'(JRE REQUIREM FLAT 71st 2 Q4.7rw8.o.8./BImLroer w .1 390w8. be M xn 468 ft Owb 1 4o8.r OPENING,WHEN IT13LOWER T�Iq►1j ILUON • 4 A4ohae Q 1.1r wn.O.C.I BlendeM(or Ofem1 OW(Fa W. 4801M 7011 IOD WA WA WA WA 380 b WA WA WA WA WA 862 b w0 Re 1120160 CAPACITY(FROM THE TABLE)OF THE48ELACTED 4Anchao 0 7Nn.QQ/(2)215 AMO apa/(Ft. 780Ibe 780The 680 w8. 1560 w8. 1$114 0- 6406 560The WA MOO ft 936 fa alpwe taw leo 6622. Be lbe ' 1120 sA MULL ION.IT WILL YIELD A MINIMUM ANCHOR • •••••• 2Anchon Q 0.4r Mh Q0./U1;6A,We 1/4 Alm.(141.4 WA WA WA WA WA WA WA WA WA WA WA WA WA WA 718 As CAPACITY WHICH MAYBE USE TOO IF1' ••••• 1 MOBN/F43Ip(F!g 5X 1%a• 1951M 225168. 44556. a221d 13516 11011, 177 0A 37o is 234 we 332 b 691 b 163 w8. 21016► 2509r ADDITIONAL ANCHOR OPTION°�• :410 • ANCHOR CAPACITY TABLE. •••••• 2Andhohe Q 1.16•Mh QQ/F-M(Fig.Q 240ft 30016 WA WA WA WA i9016e WA WA WA WA WA 878 we 4251M OBO b •• • • ••• • • NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 41 • • PRBVISBD OURE 1: FIGURE 2: TABLE NOTES: RODBJCT m m91pLying with tba Fbtids �de1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLESAND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 'I 1.000 I' 23 LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANO/OR OPENING WIDTHS IS ALLOWABLE. Wiandi 4 Prddud Con1ro FIGURE 3: 91 MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18.20. 111 . HOLES TO BE DRILLED IN THE FIELD FOLLOW TNG DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. 2'L \vv N�LYNN FIGURES SHOW SUGGESTED,APPROXMIATEWOLELOCATIONS. ��p �. i ANGLE CLIP MUST BE USED IN PAIRS. q)3U88TRATE9:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND OIiOUT-FILLED U23716" '•CENSE ••.�P*% CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM CAO.WOOD SHALL BE PRESSURE-TREATED =*;' 140.58705 FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF.125 THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.D45'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 4'X 2•X.375'MULLKIN LSAST.125 THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND ATILEAST 3 SCREW THREADS BEYOND THE MATERIAL. O `�' tE,IST SIONJ A.C+ 001 11111141 A.P.E. FL P.E.B 68705 TABLE 3A & Mullion Capacity Table Ob001 opening width yorwrClary-apardngnvAona)or opt ningHeight(for horizaMeYy-sparW n1dona) SO 1n M1. 70 In M1. 90 in to01. 120W 1401n tab 1x 236 x RtettO•M 4tW46trw. Re4ltrwda I TtapTdW fwmww I h.p wwa. R.dw4mv TaWYMM Raeanlul« TnVMm0. RwWgdrI TwTdarw. Re4ltrr0.l« aP71d•w• Nott « Tmffdaw• 11.e1•asw la0rrdw4 Wa•a1 LOadaa L-ft 1ea•na Loadr• Lobar-9 Lad% Lmft Lwaro Loadrm LwAna L"ft 1.62.5.10 L-419 I.otdrw Lo.&W Lot44w L"Of Tubs Mullion 42ln 170.0 620 170.0 436 170.0 744 170.0 476 170A 1M 170.0 500 170.0 f62 170.0 619 170.0 Me 170.0 621 1170.011240 170.0 621 10.7 1301 1104 521 127.6 1301 170.0 01 111.6 1301 Me 621 46 in 170.0 70 t70.O 524 170.0 SW Me 681 170.0 002 170.0 630 170.0 1133 170.0 Mt 151.8 1139 170.0 $71 136.6 1139 170.0 690 1139 1130 170.0 600 0.6 1130 170.0 We OSA 1139 170.0 We 0 0 W.061. 170.0 741 1170.0 663 170.0 M 170.0 631 MA 1032 17x0 684 148.8 1 1032 170.0 723 130.5 1032 1176.0 747 117.4 1032 170.0 766 97.0 1032 1 170.0 756 63.9 1632 170.0 766 1 73A 1032 170.0 760 W � LL 541. /70.0 797 170.0 012 161.3 %7 170.0 691 131.2 007 164.7 73 60 0 120.0 %7 462.6 720 f07A 7 N6.0 7 4 %D 907 141.1 710 Dao 007 NO.O 7M 69.1 001 110.0 109 M.6 %i 140.0 7% m M CL CL EON 111.1 736 161.6 626 117.8 736 130.7 611 100.6 734 IlAO 6% 88.2 796 1062 6% 76.1 736 0.6 60 70.6 734 0.6.1 676 We 735 91.6 674 60.4 736 61.8 514 44A 736 01.8 674 � m V 031. 1214 ON 130.0 570 101A ON 111.5 657 87.0 ON 06.0 547 70.2 DM 90.1 536 67.7 6M 63.9 631 Dae ON 79.8 576 604 695 96.8 821 434 OM 764 521 Al M6 764 621 M1. 1040 DW 112A 622 $0.3 $07 90.1 511 70.7 007 %.0 MI 66.2 007 77.1 413 We $07 71.0 406 63.0. M7 07.6 46l 44.2 607 63.4 470 374 607 6L7 414 33.1 607 $2.7 474 D••• • • z 72 In 61.5 510 65A 443 60.0 610 73.0 434 66.3 10 64.3 426 61.0 610 074 N9 464 610 M,3 03 4aD 610 50.0 4M 34.0 We 15.9 402 29.2 610 44A 3% 284 fife 44.3 399 ••• •••• 2 JJ • • TO In 06.4 4M 72.6 400 67.6 4M 61.7 362 49A 4M 54.1 3% 434 48 19.6 370 364 4M 44.0 373 34.7 4M 414 30 28.9 4M 67.7 362 24.6 4M 30.0 30 21.7 4M 36.7 306 •• 0 • ••• J 70 M 842 476 67.0 361 63.6 436 M.8 773 114.0 135 494 3M 40.1 436 N.7 MO 33.7 436 404 356 32.1 434 36.1 351 264 435 644 3N 22.9 435 324 341 20.1 436 32.2 340 • • • Q • •••:•• •• • �•j• %1. 414 327 43W42 1 290 NA 327 36.1 2% 294 327 714 2M 16.1 327 20.3 275 232 327 25.7 271 20.9 327 25.7 2M 174 327 21.0 2C1 11A 327 19.3 266 QQ GG •••••• • h %1. 20.7 287 20.9 262 244 297 28.0 248 21.6 267 23.1 244 10.1 297 20.A 240 17.2 287 10.3 237 14.4 207 98.f 232 (�-. •••• •••• 0)0.•p(P1.11 • : .� tM1. 2D.2 227 204 201 OT.3 227 10.0 1% 16.1 271 16.0 1% �IllIn 10.0 215 19.1 fat 16.9 216 16.6 1M1201. ) •••••• • • 1~7•'1.y•a ?y' TABLE 38 ANCHOR(NCLI R ADJU8TM 11RQ1� •000009•.•• a :•3 . Anchor 06 aeRy Tablo D6) ANCHOR CAP. ,;J, a6k Flied CMU P Metd MULUONCAP.,,,,,,,,,.• • • � 6118"6106 1!r 86 Ebo N16'Eke 71.4^88 EW 910 attd 912 Sad 611 St4N Anelrar rypK 3/11 Elco tAlaaen w^Elea tRaean Ut- SI1T ElcoH2-VZ- U4'eko lllkxpr tOd« tOlrteon USE THIS FORMULA TO OBTAIRTHE"ANG�10R • AnG1otC6pPallolrl6 A�rxal« 30.110((;5) ) CAPACITYREGUIRED"CORFTE ONDI MAN • •••• Eaa/a.anc/( - r' 0.111 r atm aur r r atrz z avr r dr aa4 0.334 SP NG Emb.anar6(ItT 1mr 1 r lair Tarr r 1-uc 1-1M 1-vr 1-vr I.1w z ct-w 10.16^ pamap ACTUAL PRESSUREREQUIREWNTFPRTHE@1.76• n0.0Ietendard« dCOp(Fla.l 6016. 6eou 1 27011. I.' Ib1 1b. 420 to I. OPENING,WHEN IT IS LOWERTFMMTHEMULLION •••4Analmrt@1.17Mn.O.G 15I*Wd(0r06Mt)Ctp(Fla.2T 4M Id 70D Me wA WA WA wA WA WA WA WA WA %2 b» 64008 1121 at CAPACITY(FROM THE TABLE)OF TILE SELECTED4 Anebal@r 6p.O.G!(2)216Anna Ctp/(FIQ eT 780101 7M I o 6M WC 15.0 wt le%IM 640 tbt wA 760 IM Wt DeoI o 2364 w0. 652 fir 640 w 11 Ibt MULLION.IT WILL YIELD A MINIMUM ANCHOR2 Arkbert @ 0.4r Mh O.G I Uplp NO V Nuns(Fla43 WA WA WA WA WA WA WA WA WA WA WA A WA 181b CAPACITY WHICH MAY BE USED TO QUALIFY 1A1reh/r FFc6p ft 6] 1% 1151ba 225 a. 445 M. en4be 135 rot 177Its 370141 134 wt 8321bs Mf 1. 1 7lheWAADDITIONAL ANCHOR OPTIONS FROM THE 2 Ataa @ 1.11 Mh GG!F471p(Fb.6j 246 @t 3M Id WA WA WA WA WA WA WA WA WA 326 rot 420 b MOlbt ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCT RBVISED CIRCLED VALUES ARE USED IN THE EXAMPLE ON 814EET 21. m oomplyins with the Florida 8a0ding Code '^�' Aooeptonce No C.IJ FIGURE 1: F URE 2: TABLE NOTES: �.I 1.000" 4.-. 1 Ry -- 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. W not Control SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. j1\11 1 I 1111 AA1 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWASLE. �' OA FIGURE 3: `��'��•''JGENS(;•'• 9 �� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18-20. 2.760' Q' ' HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18,20. No.58705 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED =^0:� 0 1 � (4 CONCRETE BLOCK UNIT(CMU)SWILL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED a37a' Oyl FIGURE 4: FIGURE 5: FIGURE 8: SAT OF •:��/` YELLOW SOUTHERN PINE WITH AN SO OF 0.66.ALUMINUM SHALL BE 13Q63 T6 AND BE A MINIMUM OF..128' T %T gOR701.•'�j� THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND 4045"THICK(18GAUGE).STRUCTURAL STEEL TO BE AT• % .....LEAST.125"THICK AND A3&ALL ANCHORS INTO METAL:BHALL EXTEND AT LEAST 3 SCREW THREADS,BEYOND 1"X 2.71 JC.375'MULLKN! THE MATERWL. A7j1��A1 1111\ A.LYNN AILLER,P.E. FL RE.058705 TABLE 4A .A I Mullion Capacity Table Ibs j0( Opening Width(for t•16mylpelydfgnulSom)or enln HN ht(tor7arixatsIy-9pwwi nWliom) it G! 5010 to In rah Soh 901n 10013 12010 140 in 180113 y O 1 IS 2.76 x "�" 11p Td.ee. 14d•pd• mpm•S. 41.o1• W Ttlp'fe•q. R«unpllr T1.pnMnp R4eluPlr T/KJm.np R«ana6.r Tn9/mu 9 Mel.0W Tr.N15w. R«papul4r n.Frrtire. R4e1«9A. T11NTlh1w. n All)Alum. Lamm la.dp L«dne Loeft le.dnl Laedn9 L«dn9 L«dh9 Looft L"ft Lad" LOSING Looft Loed3e L.owng Looft L-ft 1,084nuoY Tube 21 42 In 1700 620 170.0 435 170.0 744 1Tae 476 670.0 0.05 170.6 500 170.0 092 170.0 519 110.0 1110 170.0 621 170s izw 1704 521 170.0 1448 170.0 621 169.7 1620 110.0 621 1756 1620 IMIS 521 45 In 1700 706 170.0 624 170.0 NO 1704 654 170.0 992 170.0 030 1704 1137 1700 001 170.0 /tie 17CO hi 170.0 1417 170.0 648 141.7 1417 170.0 1 110 121.6 1417 170.0 aeo 100.3 1417 170.0 660 0 (� 60.05 In 1700 747 1700 663 170.0 169 170.e 631 170.0 IOM 170.0 694 170.0 1196 170.0 723 102.6 I= 170.0 747 148.3 1206 1700 756 IVA 1266 1304 760 104.6 1269 170.0 706 DIA 1210 170.0 7480. LU �� LL LU a 6113 170.0 7N Ira0 alt 170.0 930 IMS 091 D0.0 1116 170.0 761 150.7 1130 1704 eco 173.9 1170 170.0 637 1204 1130 ira0 656 10.04 1130 1704 Ie1 69.1 1148 1704 eN 76.3 7130 Ira0 081 � � 00 h 170-0 646 170.0 701 I48A Ne 162.3 781 1256 115 144A 148 109.9 N6 1323 735 97.6 S16 123.9 726 67.1 N6 1181 720 73.2 015 114.4 TM a25 N6 1144 696 61.9 015 114.4 716 V O { 03In 151.3 ON 161.0 710 1251 630 1359 6N 106.5 030 1272 $$1 944 480 1122 0.70 64A 639 104.8 482 75.9 670 WA S69 W,3 630 14.5- NO 64.2 M 94,1 690 47.4 NO N.1 619 •••• N 00In 132.1 767 1404 669 1104 767 119.6 63S 11. T67 105.0 621 52.6 707 941 014 73A 767 W.1 600. 00.0 767 69.2 600 650 761 70.0 607 17.2 767 76.2 691 414 767 763 091 • • Z 5 72In 101.7 ON 101.1 662 k.6 0.16 91.0 669 72.7 576 10.1 sm 63.0 ex 72.2 621 505 836 00:5 614 50.6 635 02.3 606 42A a* 57.2 ON 30.3 630 65.3 697 31.0 ON 69.7 497 • • •••• � • ••W. • • • J a' 761n 4810 671 90A 401 721 571 70.6 469 6 71 61A 470 64.1 611 005 471 450 671 5" 464 43,2 61t 61.8 469 30.0 671 47.0 451 30.0 671 469 697 21.0 671 "A 440 •• • •• :•: -1 Jz • 741n 404 542 $3.4 474f43.4 542 7" 4• 67.1 642 02.1 450 50.0 662 60.7 449 44.4 542 6110 N2 40.0 642 47.6 437 363 542 42.9 129 20.8 SU 40.0 425 25.0 642 40.1 423 •••••• •• 0 � •�• 90 h 621 401 633 331 407 461 365 37.2 407 30.6 349 US 477 313 343 254 407 72.1 369 20.0407 20.0 331 21.7 407 241 327 10.5 697 24.1 322 10.3 407 21.0 719 90.h4219 769 N.I 330 358 373 314 24.7 350 324 300 26.8 356 248 301 274 356 20.1 30D 69.6 696 24.0 298 174 738 21.0 269 16.3 361 103 2N • • • O� •t01h 30.1 2M 304 266 248 269 251 21.6 269 n.6 2Q 166 213 16.0 244 167 287 ISA 248 15.1 263 MIS 237 • • • • In •••• •••• �Wy •11•• S111 hthe 2N 20.3 212 207 234 278 11.6 267 20A 235 170. 267 143 271 15A 207 165 226 T N120h 229 221 n3 200 n9 I" 205 15.1 ?N tea 202 •••••• • • �404i•d TABLE 4B • • •••••• Q T O O ANCHOR CAPACITY ADJUSTMENT FOAAULA-. • d ••� ID to An Ca ac Table(IDS) ANCHORCAp.o,,, •••• • • • K . M.w 768 Oda. CMU PT om M.W (DP)X( �i CAP•w. '] -1 6690'648 /K BB EW 6Nr Eb Yr 88 EbftW"MWo 910 BI.N 612 BMN 0121 MULLION CAP.,,.,,,,, • • • Anolpr C6 PaBeme A0°Iwr 71ps '6100 up•000 tM BC0 X0°0 9Hr Eloo L111aoon Yr Eb I31t.wn USE THIS FORMULA TO OBTAIN THE-ALNCHOR • •••• P Agpacaml « ee..wl�6er�xt05)eor4w(O6) CAPACITY REQUIRED•CORRE9POFDi71lS TO AN • • • Edge thWm(k* r 2-Y2' T 2-Yr 3.or r 2417 r 2Nr r YYr r 64r o w ,ACTUAL PRESSURE REQUIREf R�1E •••••• 6mb,k" 1-14^ 14r 14r 1314• r 1.169 1-169 7Nr 1N4' SAW 1.1/r r taro" 7.917 p«1101.!) �( ••• • • 2 ha.Q4.75 b.0. or w0. ftp1 0.961 300 45ob 8W The 1 2 b 24848 36448 4648 lbs 684 10248 b OPENING,WHEN IT IS LOWER T THE ULLION • • • 4 Ane«M O 1.1r AWL O.C./Sbr&M W 01.40 Cep ft.4 480 Its 700 b NA WA WA WA 380 b WA WA WA WA WA est b 1110es 'CAPACITY(FROM THE TABLE)OF THE SELECTED • • 4 Anchm p r Len.0.0.1(2)216IgM C19./(RA 7I IN[be 74010. 600IW IWO in / b 54oft 66016. WA 700 b I« SW[be 270.b 48210 11201480 MULLION.IT WILL YIELD A MINIMUM ANCHOR 401.Q 0.46-, o.0.r UCLA ete tlr Ohm. A w WA WA -WA WA WA WA WA A WA WA WA 1e b CAPACITY WHICH MAYBE USED TO QUALIFY 1 A/a110rf F.C6p(Fig 6I 19648 16910. 22648 44648 Snb 135b 1401b4 17748 370 ft 23448 9348 6919. 1631» 21048 b ,ADDITIONAL ANCHOR OPTIONS FROM THE 2 695«1.461.17 MM.O.CJ FLppiy. 24048 369b WA WA WA WA 19048 WA WA WA WA T9A 31648 42048 68048 ANCHOR CAPACITY TABLE. ODUCT RSVISBD NOTE:FOR THE OFFSET CLP,TUBE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLP. co lying w lh the F CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. uildl0e Code ccePlenco No FIGURE 1: FIGURE 2: TABLE NOTES. I --I 1.000' f•-- �� 10.SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES,AND SHEET 22 FOR INFORMATION ON LOADING. 4im�nDedO Produel Cantmh� SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOIOR OPENING WIDTHS IS ALLOWABLE. 112 I I It/,, FIGURE 3: ��`�P ........,4j, •Miz -71 3D MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18.20. 2.760' ,y`a'l�;•�10ENSF '•�F�Q HOLES TO BE DRILLED N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED,APPROXIMATEMOLE LOCATIONS. * No.58705 ANGLE CUP MUST BE USED N PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED _ CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G-00.WOOD SHALL BE PRESSURE-TREATED � CO .0 a • '9 13 WITH FIGURE 4: FIGURE 6: FIGURE 6: YELLOW SOUTHERN PINE TH AN SG OF 0.55.ALUMINUM SHALL BE 8063-T6 AND BE A MINIMUM OF.126' �0. ST TE F •<[/ ~ THICK STEEL STUDS TO BE A MINIMUM GRADE 33 ANO.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT ' LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND VX 2.76'X A50'MULLION ��! �'••AL ORIO P••'G,�\` THE MATERIAL. �,�S,S+/ONAN- A.1-4fN11(AIftkW P.E. FL P.E.#:58705 ................. --- ---- EXAMPLES OFRECTANGUL&.11l't LI: gal x Y itlzl Lj 3WDH r—7 i L L /z VECK111,MULLION IC4 LUON SILL OF V't.!)AN'I`,,:T.A.4CHORED W it-CEN: 'Ll MULMONS LLJ ILLKOKI ii NGIE[� z 1001- 4- 0 C.ArANG CP HOPIZONTAL MIA'.':IN LO AVIN3 OF HOi V, NIULU".- z pv", PW Pw sm rDH SHID)l le, v� - I b,v 3. SHAH7-1 S111I, A4 ir LCIAO!NQ MAJLUON 4 r-W P't j ",kWIM0 1,- NOI,!Ab MULLK)N SILL 00 0 Lr.,,DjN21CF jV_1i1,,,�1ZO14TAlJ4AULLK11V LOAlDIN43 OF HO R2�. 1 MULLIC;: LcIziNc.or tiomzo,\,r/,,t MULUON HINCZ-C, H,INCZ DOOR V -W R(j!Dt,CT REVISED awl 4-- P.ERESEMTATW,'5 OF TYFI;UL 1cceppww N C ONIFIWPA003. NOT f,12 EX z, 'r ;DLATE h V V ee, 8HWN, I YWA, tHE WAIV,1G,Wf E CiSNNOT fw BE DE'11RNPI.* ,USE RECTANWILARLICADIN3. _4 PW No.5 05 J218FE PRCOLIC1, APPROVAL FOR 1,OTUAL,11• OCATIO4,18. r X VERTIC4, I.A10,1`1 STAT 40 HC nlZr, I IAUL,,01�% lit I;lijOFD 6:it IS IS':fr .01 J CHORED wr,!,.; -ZoR "J"IONA \1\111 iv-IANQ;aF VERTICAL A.LYNN MILLER,P.E. M,I FL P.E.#W705 THE BUII.DING i tE KNOWN F`O 0-1 FOUR 81DES.TF��!!- l��lt�JAMEOEPTHM2' L'I"JILLION ,-:,11,M40REOUIRESA -51GIll Oil PSF 1)INITIA .."Cill:TKATAI"WIDL,i• ;��',-:.`U1TABi.E.THEM1.LC,. I IS 72'AND TH I I .Y: .1'MIl HEAD ,E C 'A!0TJ IS 32"+82+1' S, I Ea ATL !iVa'1))WFRW.EDEP JI':14rNA:1 ifiLLIJEEVOF l:XOE:EDTHEFi 011 N RZECTAN'_!, I.RG MUSTAE USCU'. id-T' 'AULLIONFABL93:-),� j,'.�,;�)N THAT D!SIGN';I i DOES NOT SHOlil" IiZE.USE rCHE NZ PROM T,� l'f 7.THE 11'X 2A i r,I.;ION(LENGTH-Z;:' �.;l 1:0!.fflDTH-71)")ME[? :c IIIECSff-i'41PRESSURE,i.+1-5 8.3FSFA,. V4( 1.3 NOTBE FC,"THIS APMrEETB .ATV':-' FROM T; I _,rs.THE I'X2.h -iI*;,4 10.4(LENGITH-',',:' .1 �,,J 15',l:;SUREOF*1-72. -F illf;!':,fl;CZEDS THE RIE:VIRE I T OPENINL ;•13TI5Tt%ANCW::,,!.: i I REQUIRED OF 630. SEE DETAILS, 2)USE' l :AO THE ANICHOV Vr OR QUANT+TY ANL Of&COULD if. ;."6,1EQU1RED1FOR Ti1V W-C flli!�S rRATE.BOTH V ANCHORSANI! n Z ANGLE J I I�1412 ANCHORS Hf,,k :'TY Of e40 LBS.ll C:; i�'T 4:ii.R W .t: �'L'l V) .1 ! • ui QAT21S 3"'VERIP', I PRESSURE OF"'A! _:H; :iTIONPRQ0UCA'':if 1111IS MULL160N 8.12% U 4 llER DESIGN PR!! Miltli OR FEN:STRATTON PR(4:301 MALL to APPLY'I, I l2.U.ASSEMBLY.F:!-4 RESSURE REQLT:I: 1i�i BOTH THE MUk.f-1il A It:ENESTRATION I -TA QT n£:_N�TALLEV 1111 ACI;7,MANCI!WIT I HE *" INSTALI r:OATION6 INTO V,C:•I':' '49STRATLSAK!1 '%V NPRODLICTS TC 1,u IL INTHIS r-XAW(.i M4 N PRESSURE Ftl':: M.'UION SYSTEM'A N1, ';I"!;dN',TOBE`i`2,7FS 7"i j0V.'Z'I OR CAPACITY 1.1: LBS.ALI W.JAI ELY w Wl SiLL THE AWMOFt,:., -t.41STMENT FORM.—: ;�,WE BEEN!USED'ri':, t:iZ'hiED FOR THEE,, w JW PSF)X 1 7 4.0 LBS (MAY R '!!1;7 P.' JJALfFYPI03T :�FF'�-l"HOtATA6LE40j Z solt THE WiLDINIG I 14'."z;3 KNONN TO BE,' :1, ANO USEC..!, I RF rHEAtIER AND 81 1. F. 'A,;fl"A$OEPTF 2-,l i'I AT.. VIING RNZAI 1w A 0 ** j O DESIGN PREW., 1.65 0 PSF. 00 • 0 see FOR TM`l i j:I o, *4 49 WNITI.A.;' ki;;0`>TIIAITAi'WRAH., Mlla.i,: • THE CO,L!'. I i!NTANLIA LCW r!.1 BE USED.SCAN INTA61.158 FOR I.Ff: 0 LAT LEAPT THS P.IA'�!EP[HOY 2-a I'46NO WELL MTO: �:' +:::`t�:REQVREO DES 'F ' i-L:*�,,,P.EDC)E$bIOT'-';',,'r!'::.Cl-CfSIZE.U,'�L7?iI 0..: XMI • * • FROM T't 1: TT,THE VX 2.7 :,V Q.1.LION(LEMITH 1:1 t;1-11,WIDTH w CV)ME F.F: 4 0 ;'P 5 1&REO i.l-0,t4C:, VER V E t KA PRE 6SIR?P;T"15.I PSF AND WC: FOR Th- ,+, FROM 1111 It ENG(H-It V II!f i,rli w)Hm i kl 3me cw-t-u,; FOR TH'% ::A"ll M.ke BE-JCED 1�. 4,1..f,Aflot).Ni)TE 114� C-' REOUNW, SSE DETAILS, im#02 BECAUCt i 1 i:'Y %iArlll TPIX THE . l:,-k 73!AS 1.11vw2my "PoDucraOSUMI::, t ) V�I-HUDIIZAGNP,I !1ILLlrPF`1CA%Lt f::11: Vil W 'iti AAY AnTrAiN APPWVAL THE 731R 1 t1;.-I w.2 2)USE I I ;T- %'1110i A!tti,I101'. W!1� Mi DIFal �4)iiyfvCEi.IN'.:J E A1li4 Iic. iutl'Ic' 000 "'P,If-'FXI3 NIT�411,d T be Tdt)�.XN T( CA,11ENER15 El GE DISTANCE- 4 0 0 rl� !V t ZND S4,4 ARE a,Y 1:: 13, 14ILury-1(x,:p W,,'l !:I, I -I.,-,;L Ci IP,�q 16)T 1':-; 2'VeN SEE SEETHHt2EF. It,if R,P.Iil T1 0A+ JIV,Ir. OVAIATIGF4i,Ii! OPEIIIIING 1,1M 2-3 SHEETS ME4Gil 1111 m, BFCAU- !J. Al.rk"I.,k&rf,.al' -I.:. =A:.wj[�'All "Au,Ci T 41 +.A: ZlY 10, EM 10 l2qW,11V111 iVOTHER HOM? MULLK),. I AfFit: I IODUCTRIFIVISED w MuLL( lClarilplying with file Rofidu 1,THE V! fjA)JrZ A111.0.4DINC-MAYSE IuildiogCoSo 3 0 — USEM Fit 1.43, •:,41_4i 1-14 Ell,:i Ot'UN'1,43 ldik�41-,"I 1. 0 il;040�1`SSLIP.1 0-11-tl) EXX;Eki:S THE CC I",;. Q;r RZOVI'Mi !Q) ilQ G;V4:hC 0;: & yO SEE i 211,111EIi Ill T it! SI i.,iFLPT 14 r, Its -.r-..i:,l4;1,t;,l, 7fiE QkU JAf.;-,ARE WOE.VI i I"IfN D.Ifl.11 0"")L I 1::i1i,T,,1.+-Pie:r" UST4F 3!0 (A,11C M2afRfJst CLtPS VATH (4)3116' -1 Are 1.1-,:,. Cf j,VOq THIF.4iiOUIRIED I VAJ., 31,Kofqa • FOR'i i I)+ i,)j Ta.:, _1t tR.R• 'A.. :A.,I.I.::!, I jilc 2kkl.c !CI AE71K.,i4CHOR IA-it"'till. IE: I l. jj I f, Q v APA E �14111 0�14,1 1r.,v I -N: 15',A�,O I0,t:;,.:,l.I`1T)'-:0:A ;AV41 Gli M.THE No-58705 j ANCHCF. I S rf :1,PSIN, I-i"."AiIii4t. i,+',VfC,14.: 1.,, .11(11131"F.Ii,f! :J> tSTATE�.� $11l F'S r, I W.41c)P. of Ilk I i.".1 D�Vfsr i ':2s u:,) P.": AL' '10NAL ,J 1. 1'`I.A f c 11-1 Frrrfnflstt Lt� Ff "S,-, i. of a,�Z F"4 Rltl')!2 TIP( E4 A,I;iJ AE N X LYNN MILLER,P.E. A, 13 TYhi FL P.E.#58705 .128 125, 125, L ,V`21 .031 UICUP ANGLE CLIP STANDAR3 CLIP 6003-TWALUM. 8(kr—TeALUM. 13-TO ALUM. 126 lor -01,10N 0 .375" X-SECl'ION :-SECTION LL 375" -3,12V CREATE F.OLIP,SEE ME N. DETAILF,SHEET4 i 0000 It 04 014 co 00*000 is rCal a! � -RODUCT REVISED TO N101"I 30digg Code 2.M "T,Wiliun MIA �_ 4 Al — ----- AL W63-1.6,�L tl OffulClip "Ip Angle,Clip UM Z .98v 01 Vu "abeet N) TOPIAEW - � { ITADE I, *36,11M ocal 12m WA* M51am ' � , a�mEwSM^ xano�now n*`^� `*.".y, -'*�- t(j6-;- ^ 4ATExoLE LOC^nmS. �u�r,* ��*o�� xo | - '--- ----' -__-_-_ _-_ _ - -_ --- ----- — - | / � - 7 t-1 ow.4 1.000 i D"m 1.000- 1.000- Off 2.Ve 1: .125' 3125 VW .126" 2-000• 2.000• 2 ,1: < A tow .375* 31V 1-X2-XA26jMULLYDt7 1*X2'X.375'IAJLLfON 1 x X,v M11XLION VX 2.76'X.850•MULLION VX 3325"X.5"MULL!1:,:, 1.26.x 3,18ir x.2w wN 12iz W)A2Fj*.'.iKLK).4 -i 6053-T8 A-UM. 603-16AUUM. c1l;3.'1.WJK 8083-18 ALUM. II(Q-TGALWA. 083-T.8 ALLIM 'u.4310 W I 0- LL X-SECTION X-SECTION X-SECTION X.SECTICIN X-31-C f il-W X Uj irT IL 0 J 25' a w TAfill iZ STANDARD CUP z Blmaaac!an Value Qm� For 4RUIllew am-Ta ALUM.2.000'1 X-SECTION ------ D LLCLIP 2.00T ;':I'MIN 10 (1063-T&ALLIM. _ 1.82611 Y.21 X,1200 t?fil ,011fAual -4 -.1 ?(.SECTION —J" L: It 0.740 F no 126'...1 171,r4 L� 2.404 "76' 4�4 .376, 3.126— UurHERETO 0.. CREATE F-CLIP.SEE MIN. - MIN 044 MIN.' DETAIL F,SWEET 4 31$'WN 0.4W_ ml?j. see 0 r4 m Ualp A %. OW348 ALUI L ps FORX L J-) ;-.6 ANGLE CQ- I-x 2,7v KqL�ml—k F. --77� TtIb6m4lion WAN12. C4,1).Te ALUM. SHEETS 5-8 f DPVIEW STANDARD CLIP TOPVIEW CtNTfi:1 !ZiAn 6083-T8 ALUM. ZrAASW': %,iI0.:`r m:i A i,3�2 1'X2.76'% ENTER OF ANCHOR 140'.E.MUST LK TOPVIEW ANUK:.. -N"' - ';!q� �L— WITHIN THE DASHED SOW1,WM.SEE 3-is-Mw. HOLE iOR DVJ,'1EUTMF'PW1;ff Pjfkii; I) 3.WO Aw SHEETS 5-17 FOR THE AjICHCR.O.C. Ii-CLIP DiSTANCE.MAXIMUMAJV�^HOR HOLE AlUninwrt 0046 ALUM.FTER:ANCHOR M%WTF.R-11181. RX3.125 AN D Tube Mullion a TOPIAWN 2.000 .1 RODIVT REVIS13D Imo_ Mull Urr.snalon(Sheol#) V X3.i25,X -600-- .375" L�l 2,637 . :. '1!,l ltd,CUP Offtrt Citp U-011p Angle rX 6WAIunI I Jundi"S .376, MI N. CollU Tube Vull V X r X.U&I(5) 113M 04111 KA Q0243M 6865ilk Sol Z'!t t?uj j MIN, 3 ------------ .33V MIN. I"X 2-X.3?V(6) 1186110A WIIISM 666244M 606513 IVY- - i flew I il X 2.7V X.'�%15PI17) tw'�i 0%,116 M 6C-61120M 6W.48M 665513h- 1.25*X31861 ploduacoltia U-CLIP X.265'Akirn 808U-CLIAUM V,�4 3,76"X.ewlm} Tube MWI r1et 1�!,! W11AM O�*1121M eSS1,18M SeW-14h, PIN IMr X 3,18r X i i -1.1 412 843-42M jF6�15N : iCENsi- "4 1:4�M 6'6 VICEN m itW Mkill1 OP law 1.26'1X11' 70 X3.186`X,205' I IV e4ill ON8624 a ION 1613 12 um .56 af.1 i.25,;X ki TMull WX 2..ii'X,126'(1 0, WA NIA W517h. Tube Mull OFFSET CLIP isi,i3 9083.78 ALUM. STATE 0 TOPVIEW CENTER OF ANCHOR HOLE MUST UE 1)H�OLF-'-S 70,'-;:i I Pi i-00, �LLOWJNIO DIMENSIONAL)RESTP2:C1, :.r V.!4,t.-,�::T. 4ORQJ`1,--'C� I Wf HIN THE DASHED GOUWAAY.SEE .74(r-- I L—•-SHEETS 5-11 FOR THE VjCHCR D.C. D STANCE.MAXIMUM ANCHOR HOLE 2;1;EE afIEV.: y1PR0XI144TEH0tfLCCATIQN6 14,4_ ZONAL Vo% /I, I%% DIAMETER:ANCHOR DMETES-VIV. ?47-'V: A.LYNUAUR,P.E. FL P.E.#68705 rAulionCSPaott7 r..,,ri {.��+ I u i+ it•Iu i S Rxi Mie Trap"'In•, F .ia?r, .f•i ( r. I';fp/1'IWg. Racal 1;r i !,n:°ia i r (t:.5 y_�1 + I .. ��yj_,_ $_" ,�+�ppf, I(y(;'" !•c+..ZaSz_ I 1 r•-.I( Los" -l :� � t3p•s i�ag tj,•lLt¢F.-11 ,zyppp rF •,Qi 326",I tori(- CCri,p a r-.I tFif d I ij y,r'::!y`7iprapq. t „•.� igi Y Q ,•+ , � (� I I._iJ � DAY Mt yyUr •ygiJ: 11 :C�� JZy :,It ; i: 'i, i +f' 6Q t cf) p i,° V.i6i R1 F i 1t F'�� i �i Ilj� Ij{: yydd;;{LTI ;t P,rlfigSFJ;6Gbr11#a G7^ . �4Q , G I 'YR� W 771• �f':a „0 11001 413 110.C! Ti4 1700 470 1 Ca b' _F +50.0 519 110.0 ##e�+0't 82 179; 731 %770,7456 #'u9�571 t7Q0 1113 n l , i P 1+ 110.7 521 _ ._. .__. ._ _ 1 i ,. _._ _ .._.. ._ _ __ _... t 119A16➢f 170[SYs 110.0 S6F IMO 4•: , 'r Il r Stj 715.0 06f I7tt0 1[]55110 CTi ^S r( s40 11:7�f;t37 !}10190D 140.1 #_57 I 1 nol ,t.;i 1117:.1 550 C0 SARwv�t '.7 in0� 61Y tT0.0 F4a6 1700 Oaf 1700 1r,11 '+( %F IT O� 1u1 ::00 713 f70A '1#5 ira J! 74'7 'IPii( 756 141 1.i 1 7Aif 156 1201 1552 S i 1"r tis;.�itol1 75$ LL S' .1 I1F,0 812 i70A1 950 09 $of I?-,-tlA ft+1 ''.�[ r !• __ .... ._.._`__» _._- __ LU 0, ,.+. 'I 3 ..1 1 i 71• 170.9 a01 110.0 ia3d�7700 t9. I°1 r 0!G 12a f t'�1• 31 aii 1 t0.t 1455 + $$ # 0 ..61 E I:At FC i. f 41_ !b 170.9 tt1 17.10(11R 170.0 107 11AO 12411 Ill if i ;:0 160 W fail 7109 U91 1146 .r��,W.1 *2 10.3 i300 1 1 'Yt'I:ai 161:1562 CE 1 0 I= (AC 1411]ro-l�--,•11 '711.0 050 1325 li4' of w!.1 !Fit nol's all I t7 -2A7 1525 D3! I 'Il{t Fit 01,0 •F1i iv,% 016 51.4...i2a' 11, 47 1V:1915 U' lay Ef,r. f.1:1 T4.2 o..;;d 1 05 Ca 1r<o�-�or,1700 aC3 170.4 mm i 01. ta! �r7.i�.,_pq. t47.0 f}t 343...#fa4 tis I3C e;�Pi.! ;,:' 1 9� a14 tolls i;•:,t1'i t?:5f U00 74.2 1700- - 1 :5 _dY i 1?' nr_ 903 7:i { :1'o 115 fo4.a bn 1114,71!uir 04.0 164 115.4 lev)r.,?S 6a G 1 :070 14.1!!28 ne.3 lolr 110'0 69 f ►6,f 001 hH W W W 6' 745 14.7 1610 u N ,L' j 53 1! 6'.7 764 •••• D �! ys TE'n rr1 d 1.F 1838 1R2 1#4fr�4:°J 1220 ]JS 4Gl' 0S� 'l).: 1101 VD 'TC 9d.7 769 8J 9C4 AZ ]1 5 103 T2$ 613 a ii.7 49.1 ODS 'C I1. 720 0JE 10.tl 7W • • _L f _i - • • •••• � • •i Tr. 11, i1 1209 154 iW,4�..66+.7:2.6 111 02.8 *G1I 16 . 7 1Gdj t•1 Faa 713 704 661 of+ITC. 3i 70d 694.. 50 0.1 !?-1-- 681 45.4 131 1 #4 J,_A? F1 NS.Y 672 • • • H` Q•`� -.._.. ___ { ._.._.._ .-_ i Ol in 2d I Q N7l 6)4 140, $N 12.1 66{ 60:1 V0 17.0 L'1, 1 i &A 511 .145 f 0 (40 578 AYi t " 471 1J6 a4!+ 674 1 113 1 614 29.5 618 r S ' :-O; 0(6 7.5.6 507 •• • • ••• 'a r F41n A. I a,p 10.1 541 466 54s 671 iW 88.1 DYE 1 4 al! 4L0 :P6 AS.q 461 f7.A 635 414 476 :, r r+ 39.f a7$ 21{ 571 1 n:...i.164 2{.3 (61 +E'• T± -10 6W 28.7 447 •••••• ••• • , 4 • Q '0 10114 +F f};y 484 ~!65 ~740` id_R 71.2 fi1' 204 . 7 666 17.1 Ma n t !6 441 111.0 356 •••••• � «r }S 46.9 810 7 � 2{1 ,425 21.2 311 I! ,24.F 35d t8 4 d.3 150 i5.G •__ _A 356' 331 7 2166 20SitQ_-- •• Q�4•i•o-_.a 2,14 Iii 195 i 219 17.t f 14-D TABLE 13Fi ! 'APACITYAOJU8T19 1Ph i5S)Pt E'NTIORM�IAi-nC.hor T-4Ptl3II,/( G r r.6 a APaCPLOFI CAP.,,•,,,». ANCHOR CAP., • • • .,._._...... ,.�., �.. 1 2Sxra -`rJayczCf- ___ tN>t r! HfWw1 rJi 1 �MU4iiN'1CAP.,•..u�i•••• ` • • �_ ' Sf51.J4o t'4.9y F:z 5/:6'Etw V s ,c I Elea'. 512&4, 912 i f • u K 1 e 6 18 Eko 1151460.1 !r4 Cs 1 f a1 E 4 i a+.4 14 L1ea Uaar n 14! 111115 1.0RMUlA TO OeT THE AN HOR • Atldlori,!.P.0 J;t> Ti 64Gd On Agy ata U6aoa Ap9 R r tl r )Gcra!'#(66)6Crr, ti dal • • •••••• s.'4 AC11Y REQUIRED'COR SPONDI.4 AN 2-fir 1 I:/3 51+0' _i. -2' 1• 2•('i' T 9.178' •, i S 4i" 0. 4:2 ,;;' •••• { _ _ UAL PRE&SUR£REQt11RS�1ENT FaR THE • • Erb�ixu'A", !u4• 7-ut• � s t , 76 7� !1 � � I �' 1-114• 1-•V t-_Lb� 14` t Its' /•576' (ese s n t± L C:KING,WK-N 1T IS LOWEFiI'MAN 'HEIMULLION •••••• 2�41.hia a'7 f,,,0.(17 MI2+5l�nga Ay 4• x10 Ms 200 'd .Ih a !'.IJG ys. n w,F t• aad ala 74P o; v 2! #1. h 3 01+z 42A las 6• (?�)•AC!TY(FROM THE TABLE)OF 1HE SdECTED 000 • • 4 Arie7t�rr 15 5 u r:0,G 7 Q)b6 Mpe i yt kt 740 Poa iW IM -T0!• 1 t lbe 2,'2bPx 14x�. 54l.: _WA 1120 IC0 L ..'..61tir129,R F r li f t.� 1101bt 1/27 . P J,LION.IT KILL YIELD A.WgIMUM ANCHORt". %. f1200a ONtdSl S 74 Ljo 2.14Itr WA 105;,Ri� 1T0®a Vf I IILa 1260 Las 11E1• 1 V,'AC,rrY WMCH MAYBE LISEO TO QUALIFY - -- •- 3 ti'iaTIONAL ANCHOR OPTIONS FROM THE .1.1.4-40R CAPACITY TABLE. RODUCTREVISED FV Ll Tc -..... s cemplyist wi1H Its Fkrida uIk11,y1Codo 1_ 6.� - •. � 17 E:::cid!0•EE 1 t FOR floSTRUC is';.d t" F,&hyG THE TAHLES F ND 3Ntct;?2 FOR INFORMA'1L;id 06!i>�!1WG. _ (oMotr 626 �el SPY::.i0:1-'i:IFOR G04UR/t. is-':i AW:04METHC•D8. 2:L INlu1i•L,tT(3RPOLATE)N HEY,ri it;i .A,:.LENGTHS AND?01:Of'EN NG WIDTHS IS ALL04'N-VX. 1111 II; 11 fi a 3)N vl 11 P tD A1UllK'N C11 - r ; LTNIV 5};E NOT TC SCALE F'4R C XAC°r DIMENSIONS `\��a1.......... ! • • 3 i YU G r It :.I DRlr_LEDLY THE�-,. .' :w 0AMG DIMENSK)P.4L R::SiWCTfONSSHOWN G i4EFl;c ir,20. 1 2C• �,.�--46•--".�.� �y�.•'�1G£Ny'yC'••�dC,P '� FIGUIlEt Sr!tAVSUGGE9TED,h ,7, 7.4.i;'rHOLE LOCATIO:B. 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T 4! na f eu ra.t Tac ass nY t s a t af.s r 0 rot ata t a 11.7 a0s 4e 1 1 n I'" . >ds 99.6! 100 ee as + e 1 7w r_s beg •• • • ••• ~ < 0) tit 80x, 7 tV 6Gi 04.4 lu"90 b7I 6133 1 6Y v 4oi tl;.6 b1:) 54.04l,j 4..1 161 deA 17s' tat •6g7 44A i 408! r F j I,t) 1 lo.g i62 93A I x.f 9.1: !62 26A 669 Fi 440442 • • • (l2 ViT, 60.< 4SM' 8t�t ii41 4i3 hK, "A 795 42A 4x5 l4F 4' S?i j tiS aaa 4, 11,9 495 945 N6: 5 r S J!>2 108 5A6 f LJ i0a 212 496 :it 19 d :ta 44i 21.0 �0 • f�7 391 42A 147 SLE 8,t 110.0 )d9 2CA St:� 1 }i 3 a :X.f Sif 27,E 937 232 Soi 245 3M +' 1 12.8 326 171 3 S 121 14A S8: t76 a •••••• • W _ -� 411 xt Sd_ Y'°f1 39 •Sa1 120 1 910 19.5 970 27.0 771: tAh 3 a 2 6 n "83 D <i.4 970 Z^R Sf6) k Y S 9 t;0.8 913 1G0 j t L_S .j 'AS —..r__. -�'_- - •••• •••• 1 • tYA ICA i S,1 leo ;AW 2a 3 i 1RD 264 27 i'7 at I vv a 1 w I I a a tP 317 ITJI 275 � �.� - ? 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HttKta J 1 J I 1 'IST Wood Nr,c i td'JI1.tON CAP..o...../••�'•��'•'• !,`t9'I:ic01 4 !ka N:6'E,t4 !14 t 1 ,, P'.91u7 fig.-1eM g12a1tc • N4l<•lygn. 911CFJ4a UMeCan t Ep l nm 8 sw I-1:4cn, 114.E%A Uaaxc --O iki 4:.TY.iS FORMULA TO OBTAMf THE'ANQIOR • •••••• �AndwC'epP34trw. 1.7aacin - t er4, ISittecn ABDru1.1 i}•,4w:3y 8crcw(cb, Saaw-a> it AFCITY REQUIRED'CORRE PONDI TO AN ••••• t�Is�G'i:ii,►rt '}• 2+i 'i rte r1TPr_ - ::;a{ 1 2•i+Z u6` t -'i-1 ,_ 0.54• 0x4°.1 r-i'iAL PRESSURE REQUIRE f ENT FIE • • _ _ 1 N EtMo-:1 u.n of i 9'Y T1f4 I f 44`• R" t - i..,;r• 1•tN' L',!i u _ 3' fare' (cos.vt s11 OPF 14ING,WHEN IT IS LOWER TS"THE�dULLION •2fi ,i<r�•S iwite4 74,r s 1 j_j1._1I4'_09 1 a e141 420 s 6g61i 11 �L1CITY(FROMTHETABLE)OFTHESELECTED • • • 4M:'tan 42�1't id n.0.c.1(Z)?fGNlBe c�pt '.yea. MIN 796 xn _7r�tfa j i l+?ot i 7ILs a -e vA l^� NA iiab-_ i.l _ aa3 H6 z'J4 is rvs a4o Ws ii2¢Ca 1 MJ:.:JON.IT VAU YIELD A MKMUMANCHOR •• • e Mcmi11,1 f I to 0. 1(1(,)2t6 MB8 Cil"."' 7 { 0 tie 1180 t58 10+s 4g l0s 22601!& '8x0 i,.a WA 1Ci;lr --;•'}. 13201bi N s ('i 1280 Ws 1860;ya'� Y':,JCITY WHICH MAY BE USED TO QUALIFY Ai)(.YIONAL ANCHOR OPTIONS FROM THE I PRODUCT RFsAth di) a_ le'•i(:,iOR CAPACITY TABLE. �3oft,plying with iiia Nkt:flg 11;!1110'1: 1..__... rcceP'inmClyodo .05 Y�SS�TZfa•�_'•�.(i 6 11itF li!`FOR INSTRUCI'.r .I 1 11 NPP O THE TABLES F,Ii U-1 E Y :'FOR R4FORMA'"li:'!;!:iv i Lt4G;YG. IF. T:1-4 FOR CFNCnA ,:4' !TIC-A METHODS. 1_..__..._ .... 7050ce COO= "2'LhY(.AO IN GE 1I h.,V'7LL IENGTHS ANINC9:(}7clt ',•DTHS IS ALLOWe'17.E, f IIIli7 riGlJi'F�. _.._.:_.. 3'•Pll . Qj UID MULLION LLK I.. I AEIc NOT TO SCAL? NOR I'DIMENSIONS:5:1.,I}EU -16.20. ` a • • ,x Ila'a,ti 1.'f:RILLE.DINTHEt I '4A.t.00INGDIMENS14514g.h131 r.;t.,IONS SHOIANO\S B-r' R,'.7. �_�, _ / �� uCEN3F''•� ! E FGkAV'V:V,0vV SUGGESTED,Y :%- }61A1 c.HOLE LOCATICPS �'••. ' _F No.58705 t!fi'.iE:Siit:',`Lg:CONCRETE B^'c.!i..}:.�{'��MTO ACJ 301 iCr;g.HOLLOINANCaf0.ln�V.LE:D - FiGSJl1:;J: CO'CRI;T6 1lLOCK UNIT(CMU';1 41.l:<)M JRM TO ASTM('• 1.W3.L1$YALL BE PRESSLW;';P�C; g • • rt f'xG<Or{ERNP{NEKt i s )JFC.i6.ALUMMUgASy1 "IIRi ( CI• t TB AND BSA i°.; "v ^ T Hk F .STUDS TO BE A I •R:F l U Z,0E 33 AND.045'fi'u'r V r JGE).STRUCTU34!F f t':L T.'BE AT 3."BAY C STA Or13 , ° I L5A,:i .3•tICK AND 736.A!f. i ti; I.a3 11470 META).SHl I.(:,t d t.,,,','LEABT 3 SCRE'M'i 1F,L�,JJ L'c.YOND eA'e.LION i'�1•• •' �� !.. *...� • ... TIM te Yt'•R a_. AOR101".•'•G\l� AAGUl CUP(FIGURES 1.3)M11..!'f:.: 11.'-4)IN PAIR$. A.LYNNIMILLER,P.E. FL P.E.#58705 MTAKE9A ------ - Ilie NuIllan C!EacKy�'r. Opening W I".i I J1-{r Of m4"r" mWor .1 ud 111 mr iIctizali SQ!ft t0 H 100 IN 120 In Y17in mcu.vhr Trw ,, M.nfgrj�lw Tmpldwia.I rwmv. U If 411.25 L..4.1, A.Wtv I.C.div Lw-K 4.eq! L"R 19 1.0.&11. p t"dpa Lwiliig t;pem Aluft Tube mwillon Id IL 00 1f7fij 1 11 1 A 61 1 11 11 121 1 1 ll V 42b170.4 130 17 t, 7 1 1 no.0 G1, IT" 021 174.01 1083 110.0 521 D 435 170,. 44 170m41 471 0 6" 170.0 50 ma 170.0 SIR Ims '11.1 Iroa Vdi 170.0.'1240 111 II)l 114.0 481 V3 Irtla oil 170.0 n SM MA 2ST P0.0 6111) 40 S, i1roma 7co 140 41( 110.0 go 0 1 80.8251r. 170A 7-47 Vj MA 49-6- 1_700 83-1, mia 1046-11-0-,c-"4 !,121 i7r-c-;iT 1"-o i3-45 170.0 v- V.i ?So im m. ?0! 2 110.0 766 170.0 2301 170m9 758 0� S2 LL 0- 'i�?' RM W IMO W IIII.0i life 170.0 34 1 ii �ii* iT7 0 94 179; W: INID 1013 11ro 0 IPJI I io e ns 170.0 170mo 2NO l'!k.0 Sol 2481 170.0 701 iziii ii ;I '" . .-- !!-I I 0 - , - * m 1 0, 160.6 26410 1',0,0 iM Q $76 F-0 a 111? 174.0 44 1._7a 11 Vi T?i ViW 117 "m !70.0 N70 IWO 14!3 D 60-h IRIS See 'TOV 7�K_o"liA-0 11,00 170.0 10" .5�-TI_ iw� a, 1704 IVI 141f.9 2M 170.0 11711 0. so _iq_15 =70.0 63 Ihn I TO.'D 1 170.0 m roo 4302 170.0 040 1 FOA tG 1 473 170; ION 4717.0 1850 MCI 170.4 1 .0 W ;Z's-0 _1?0.0 70_r, 1;�� 4;j, 681., ITOA 174 ;T Iwo I IND ION M.a 17 VII 0 11.55 U0.0 1948 IOfl WO :70.0 Mi .02 15 '.!IJ".24,77 URO 12141 f22.9 2437 V0.4 1286 S2 10.6 21N 170�0 1�60 IZ4X 14-4 17CO IUD 101�2 2194 170.0 1530 5C� 110.9,IVS MO. 14" 1700 1120 OCR i V 1?0.0 12M 1 W3, I ILW 2 1704 1W -mis 7127 00.0, 031 170.0 1346 1 im 1`10.0 1704 1204 Mb JT24 13.0 1 Im 02.9 1060 mv 1,104 70.0 .6 150 MI - _!L_ Zo-_T66-1 73,1 W IS? zi mt 170.0 i4ZI 148 1-, 000009 L *7$w" I - -,-1-7- 1 TOE!I Vj�$ V73 ;a,2 1681 139.6 40 701n 1700 1191 110.01 W? M,Q 1361 1 .0 1 1700 90 ISO IU? IM 1700 5414 W,4 left 101A U4.11 411 0 do 0 Wit 170.9 1324 34 2. 1 00.4 13961102 1182 :96 Alta t0i.f; 114? N.0 13*1 3 Wl. 0.11 020 02.7 13911711.4 106 < 1.m "'m 110.1 150d f6a0 (212 ftm, mie i-,�- .v 1119 87181 im 52.7. Iwk 46.0 w,7 45.1 122, 957 0 --iih, 147.4 iii *;I 101 - - ;__4 -i;2-, a T� _0 021 "0 'IQ 32.4 97 Wir 8.4 #37 67.5 971 sUe 1 40.3 771 .03 5 Sri Sri G4.7 04 611 .`1! `I� 11 2_L �T. 241. 7 7 ,4,2 7 7 YO 7 111N 96.,4 its 07.3 n! I c; IF T iii -0"2, 0 0 0•0 0 0 Lip $1. SIR FDA; am SIR Gas 794 0.0 GIs SIRYT 764 f7.7 D19 01,11 1! 301 40 M ig 732 124 N 74F 106 74L0 7;1 C!D nM 6J 6 701 7j ';10 1* �3,11 7W 631 as Iii ��.7 0000 00406 fus W IS i.i!. - 474- 162, 40.6 $" if's 7 2v iw 00000* 4040• 0 64 .211 Im a _!!4 4 0 0V pc 1: I !��1 !t._!I!, !!!,�- . I'll, -!!-I Of ?L J_ 741 TABLE rRB ------ AN.,'-)1Olt CAPACITY ADJUSTMEW4FQWVr, ANCHOR 11 friAZO VIT M.Pmw, 110 ENO ullpvo co C12W." N128t.21 :K,) U..E THIS FORMULA TO OBITAINSI'MWANC14OR Is CAP 10TY REQUIRFD'CORRESIOND#40 ITO AN • aU Vk4VCAP._ • t LLJO 2R. N ArOW OUp V' -04 five I:: • U,�L PRESSURE REQUIREMENT FOR AE I)Pk�,NTNG,WHEN IT IS LOWER N 11w 1-W 1.4.W..4 .1 1 iw ULLIO Ra"!7 M7 ==OTED IX51 W67 AF114.0, 181 C07N, .14h_ MM I TIT. rAFAC4TY(FROM THE TABLE) 740 7 '11A' I 'W� kl;�i; wft lnoLw +pf�4,w*2 ow au.0,c-, to 14,0 SO 424*0 NA lWift NA US mo i bus :0*00: 01 it LION.IT WILL YIELD A MINIMUWWCH9R ar wK ?us to i4j; AIA Ri� 7. =ft C0401WI Ci-PACITY WHICH MAY BE USED To OLIALIFY Sao ft I ADMIJONAL ANCHOR OPTIONS FROM THE 4 Xw��* *;u is Imu I us 1=41 -1w., 11G,, TM IIAIW,eSy, 00 lmztswlcs1;I�*.A 1174ft V1 W";� IA(Z IOR CAPACITYTABLE. REVI n wi: P wA -S.g-I i?, 144 NA !8F RODUCf A Mth the FIC91111" INA NA NA wA wk NA 4`� WA WA VIA A_. Al 311)R. Fit _l :Ejq wA 4_914 Nr, i LMite 420 m. 6 !11 20 NA r j b, _W A 1.Fi,'7 VALUES ARE USEI;iN It!UV%MPLE ON SHEE7 2! FIGURm i: FIGURE 2: t 016:4, FIGURE 2,000- Poduttowt.I f I Alij SEE SHEET i FtJj:t.SIIKAXONSON USINGIW: AND SHEET 22 F.' lig:,jBii.,kAf;ON ONLOADiNt::,'E. :,14,,.4,;24FOR gj 41 z L GENERAL INSTALi. 1,11FI14LOS. _ � IYKME f),"oi, LINEAR INTERP(v.1c!iw F.;,.�IWEEN MULL LEN,. &j )1:1D,)ROPENIV+)Wlg, .2W 4.ODlr N0.58705 3%MULLION AND Mi!.I 1-11119 SHOWN ARE V,,Y�I,'v�,A,1:FOR EXACT DK;!N�144��$!�E SHEETS 15-20,h, I r,:;E DRILLED IN THE FIELD'FOLLO41'N'3 i:k't!NNONAL A6STRK:n,11-*i 8,-IOV#4 ON SKE_�rs I"': -A'RE4 SHOW SUGGES5�.� �-PFZ�Y-;IMATE HOLE LOCATIONS. 0 . STA ED FIGURI,i 1NitJ;(:& FIGUREO. i, R1 ANGLE 0.1� ..... . (FIGURES Z.I (CMU)SHALL OCAFk;dA 1, tx% ii:VRESSURE-IREATt'it!,,r W$CUTHERNI PINE%I'TA,!,i!k(W.'0.55. ..... O&� MUST BE LIX ALUMINUM SHALL E':',SIT-TI;PND BE A MiNIII&I-t 0� 11,12'"'KICK.STEEL Sri' A MINIMUM OWE 04V THICK(18 2!X 4r*X.26•MULU ON IN FAIRI; GAUGE).STRUC7.V.'-'%L C I i E!TO BE AT LEAST.i 1,1 CKAND A38.AL AN, 1 A i I a0 P,ETAL SK41L EX-.'_'Ji;,;LrD ST 3 SCREW A.LYNN I P.E. all THREADS BEYON?IME III III-AIAL. FL P.E.#168705 TABLE 8A opening Ybri 1trr lt-4y-spannin)inullic,6 o.(!p:,!,9iijHsWht(tohor(.zct:i!b vvik, do In 70 in *M 12011. 140 In ISO m 1.26"x 71 V,"j a- LmQt1p .1"T Looft LoAx LqW.9 A, Lftft Los!Y ILArl Lm6M9 ON LwfM Load-V ivf% Lmdng Lo-kne Laelv tty 26611 Alumfig. W 'Tube Mull z L 121 Td 0 '44 1486 170.0 Ut 421n M� I A1.2 1711.0 4 1711.11 11 VII 0 See In.0 9;;7_ tmo Sie'77 me mc, i-?a.; LS 170.0 1621 151.8 *M 110.0 521 --TH �j _�4 170.0 C30 1132 119.0 set 170.0 411) tics I"$ 170.0 Sso Iwzj fus 170.0 law Ile'l IrAs ims ew m VBA 924 170.0 a" 170.0 170.0 02 In 0 zm I I".0 1,- 1, 7- -75 inx 603 50.0 as* 111.01 747 iG?.0 1486 _-Z M.0 031 Gle 1040EL 170.0 684 17" iiii 170.0 7231 170.0 �24$ 1-0.0 763 140.2 USS 170,0 IV, ItS,3! M 70 0 104.4 144N V0.0 769 u 77 4 1.1 m Tl;; M r27.i 1370 'W' 1511811, ill 77�.O - I 1. 137 470.0 Sell UJI SIM I-IMO 707 1170A [F-,ii,--w-170.0 7114 t7Q.*,1275 170.0 Sn I I ZLE - �!1!- 170.0 to 170.0 win 170A eis R-o ?o I 1770 im-T?o.j";_o7j rsj.i*r--,,a '1-7-0 LLI (D .0 $78 131.0 167A wic 123.0 tm 139.8 1912 1112 1161 160,0 69.6 IM 144.4 WS 3, IT. _612_ K 7 11611 144.0 W5 ?S.X t164 144,11 $05 in x m I rii-I 7W i5is ca 727T lost 142A 045 106,? it"i 1^16.i cw bo.1 1051 1 aab 1051 119.1 $21 510 1051 119.1 821 (L T07 ,4 170.0 746 160.1 IGO-, TTWO Z_-;;T-1w, 19.5 2 U) W 057 "A ?43 52.2 957 98.0 748 W.623M 170.D 747 10.41 H7 134.0 701 104A tat 710. 50T _fWk_._ 167,11 $371 .0 ISO tw3 957 i9i's Sob I 121A 7777 OVA 7 UTI 772 $$.1 605 34.2 722 W.2 554 tel !L' ois, 0 L L ON 7Y M l2i�jl in.2 WS 1 5 04,* lial 614 819 1 #U 101.� 671 WA i�A W W4 04A 1 80 04.4 PO4 ?a! ",• 13.8 W4 I" = 48.1), W4 692 029 4&2 M 0.8 SM T To 404 69.6 670 TO In IOSA I�A S;; 01.2 in 97.2 6141 q&.2 722 45,3 W 88.� n .1 b Izz 5 1144 "1 *-;7"-_RT -ws- 5 72 ,Tsb:, 516 n.s 74.0 ;ii US 51.4 $37 SIA 95 K7 5W ,e 77 See W.2 W ilk6 f*O &IS iii iii 42�2 W 64.3 6Z 36.2 It Z4 lh 50.1 11- 1,10 VA 422 '27A 116 33 1 411 91 a, oil 47 Z 44S V, 1.2 410 1 A26 UO WO $0.6 4 20.0 515 29.1 404 2 30.4 901h 64a 453 554 494 45,1 453 T_W ff." 41.9 19f UA 40 30.4 30 30.2 403 ZO Vtl)' 27.- 310.4 T14 IS 953 24.3 300 17.0 463 22.9 356 0 0 0•0 0 4110 1061n� 39.1 33b 36-0 -S-21-_31A, �1.8 Std 272 1 See ilT 23.6 158 25 300 212 -.%$ 29.7'1 304 12.1 20.4 SO 223 • -1--- 0 W 0) 30.1 30t am sat trf rn '16:1 3z6 36.6 3W 29.3 ��f 291-j�a m M.2 3 10.6 US.=2 290 17,4 12010 na 2" 293 ! 490 ib 2 tt z4.v m im 2K 2--6 2{F47.436- Ta7* •see*• 04,809 0 0009• '* N @1 a 00 0 (a v) TABLE 06 ANCHOR CAPACITY ADJUSTME94SRUCk- Anch (..iA� 17. orca city Timsfalia) iN NA 2.?k ht; 3,1* frMN't M;kku Ff e.) (OP_3 x *=kXA&CAP. • - A,xbv,Tlp� 31"r E"UU0 4'Elio LIAL�aoon 61r Ploo W14r ctv:WMP 114'Euotl1mcm 511V fto 114 ME E �.e P2 St" 0121k.6 8 'ANCOOR AnftrCApPaUarr4 UK'Soom tr.- ,Apq.Cm!.!_wjc,,;�somw(G5) &,r4*(0j) USE THIS FORMULA TO OSTAINWHE • 'iii-z- 3.lie-- v .,r,? "-:F-- 3.VS` 2� 14F cw Q324' CAPACITY REQUIRED'CORRESPONDING TO AN emitvd-ft p i*v i-4" I-a"r i.tw v-- i4T11 , Www �Ir - ACTUAL PRESSURE REQUIERREUiT FOPTHE • =mz� -WiL.- 420-U Ik TVE JtU 'N" Z I A 0 Q f SAS.V4 14 C;p(CI,.1: WIN 360 As G I j OPENING,WHEN IT IS LOW _7T1W__WR_ 3541b. 6; LLION WA 0 •0*0 10 fr�;i-,457u- ?6150 A 335ft 191% ;CAPACITY(FROM THE TABLE)OFaW SEWCTED 5i IN MULLION.4 An*�l 0 U Min 19)215 Ar4r.. 410 NA WA 7&1,4 W,V1* R51W 1120 to. LION.IT WILL YIELD A MINIMUM ANCHOR lose''t* _1E_1t'_ CAFACITY WHICH MAYBE USED TO QUALIFY 15"--1 LXC�W�WT W-A _WA WA _FA_ 1W WA t0A WA PVA:_ WA 1432 Its A48 lb, flel ADE"TIONAL ANCHOR OPTIONS FROM THE 1-m Mite 250 ft MODUCT REVISED .. Sw, 4-TRO-156 -.1t._i!z I W.:�- ANCHOR CAPACITY TABLE. r_3K_r- r A YJ. MA 420 A. I m coo4ilying Wilk the FkAh NOTE:FOR THC Of-SET CLIP,USE Ti IE:AME iCHOR PATTERN A14!ANCI')R VALUES AS THE ST,1414!).APD CUP. eDBdhfy Code 4x•05 Acosplenm No 7.J FIGURE'.: f9URE 2: A.V 1--11257-H 7� • Fa 61 I:SEE SHEET I FOR INMUZ 703',F;Oi-.USING THE TA0LV$,*IV O(EET 22 FOR INFORMA I-Irl fl,N LOADWO,SEE SHEtTl.7-4 1`08.0EKERAL IWALLA71431`1 ki-RHODS. Ill F)GUAR.5I ANGLE M)MULLION AND MULLION i,0:1, " N4a ...... S,$VJV#4 ARE NOT TO FOR EXACT DIMENSIONS,Si:: SHIETT,6 ill-20.HOLSS TO 8!1 DAR 1.110 IN THE FIELD FOLI-CAVIVO DW5ENSIONAL RESTRICT;:4411 Lite MUST fil-ICANN ON SHEETS 18-20.RGUr lfrS SFOW SUGGESTEC',Aj!,1I,'r,)X).VATE HOLE LOCATM No.66705 BE USED 265" IN PAIRS. OONCREV_5ii.V.t i'04FORM TO ACI 331,SPE:ClFiCATIONS.HOLLOW AND I'(CMU)SHALl,CONFOF.1!10ASTM r,90.W0ODSK,I.L C410 JIT-FILLED COkCRETR P31,001c i:.,Vi t5�a FIGWtI:4: FIQURE& I I`ORE e: a -12--Z 9;:PREtt!JRE-TftEATEDIL:L'..r,)�'i 50(ji'HERN PINE WITH M.",G OF^,.65.ALUM11INUMSHAL�fla STIA101' x, a*0-T6AND BEA 104NIMUV. 123'lliICK STEEL STUXi TO iZ A MINIMUM GRACE 33At-J, • ... ... 1.1 Is,I HICj((l 6 GAUGE).Sn:-C:'UPAL;TTEEL TO BE AT 26'TH"AND A36.ALL 1.26'X 3.lW X.2W MULLION .... ANCHORS INTO METAL SH14t EXTCN'vAT LEAST 3 THE MATVE� (1-I14-VFMUU_KM)'AL� ",,'%NACe�0\\ A.LYN"4U1ddWP'.E. J FL P.E.#68705 TABLE YA Opening (LI'L MAO,-A) , �:-v a a t(for hDft,,.1j1K-ip!r0l g mullons) te i-1.. 601. 701n P-, 10041 I to 14061 ISO in Rwww. Tito ReclenrAw k,43. k.iwo ar TopfNoV. li.-i 1',�,;.,6 Rldonpl- 11. Pwtw�gular limplTriag. Re T-01dafts. 1 14 x.376 L_d.' ,lftny. 6�e I 1. Lwqpc Loaft 1.�6.ng I"'Us Lmdng L,,ti r4 L."At Lak,.p I. 4,x. 1.:11"Mul I-.,. L. Lat"a L.Wing L."ne L--ft A In.Tube a r- F4 mullion 421n 170v) own 170.4 430 170.0 744 170.01 AA 170.0 SW 170.0 S;, N.;-Z "ire 5-19 11-14 17-001 621 170.0 1240 1100 INA 486 170.0 621 170.0 1736 170.0 021 170.0 IM IN.0 521 3 48 In 1700 100 170,0 t24 173.0 $50 ;MO !AU4 170A M 173.01 030 17 LL3fI0.0 sat 17010 .1276 17C.11 V7 179.0 1417 17Z.0 Set I M.0 1700 170.0 600 170.0 1943 170.0. 690 151.8 2024 In.0 M 2 60.625 Ln 170113- 1 0 696 170.0 631 $70.0 Im 170.0 am iloc lm 1".0 723 170.0 1945---1��-4 7 170.9 74-24 '1 Wit?If INA M MAI 7"1 160.0 illig 170.0 754 1136.6 1910 L70.0 766 -3 M �1. - - . 'TZ- set 1137.1 17" 170.0 SIH 1120.0 IM - LU c EL 56 lyo.0 SS% 1, 1-- - 1576 - ---- -15 IM Q.9 541. 1700 M 170.0 Si2 170.0 g!!, ,IS 170.0 54 1;70.0 7?0,0 003 �10.0 MA I CA f70.0 94 11,0.0 3% 1790 470.0 170.0 Set S .- 601., 171�;-7iW-17"--10-1 -!-M-O 1-093 170.0, 79I v" 1240 170.0-ii-a 710.W 170.0 0-44 -IT0.0 -t5"04 1M. fm 156.5 To 1-0 l".0 Jul 129.6 1619 070.0 1063 IIIA late 170.0 1M 97.2 1619 170.0 1063 40 lite 170.0 $50 C!, 1302 170.0 940 IMO 14H smo sm 12.7 t542 inA 1076 141.0 1542 170.0 IIZZ 117.5 1542 iles.5 IIFA 100.7 1642 IVA 1157 48.1 1542 107.9 1157 631. V 1�30�7-00 14 0 2-0 8872 1700 974 V0.0 M V0.0 1190 110.0 M VOA 064 170.0 1002 J40,45 1472 170.0 ON 142.6,1472 ICS fiff 120.5 t472 1518 1134 l4r.1 1472 Mh 1108 91.8 1472 1460 1104 W3 l4n 146.0,1104. z ?2 I�n 174 ift) 00.0 071 170.0 1275 170-0 WC4 1.164,im 199.2 IMP .0 It 140.0 1082 117.3 1320 155A 'M 105.0 I=112&8 04% SILO 1320 411.0 11024 76.4 1320 112,11 1013 46.0 1320 112.6 1012 .71k.) 1122 110.0 931 149A 1134 169,4 1013 3.21 1114 130.0 U4 1122 if 44 125.7 STS M7 1184 lli�i 69.8 1194 107.5 0%- 144 liS4 91.6 135 64A 1/61 S&I 427 51.1 1 It" 92.3 025 1 "Ift "Lo,- .::::. 11 1 0 is f" iftl liv 110a 981 158A 1124 147.0 90 liae It24 111&$ 947 $0141, 1124 I WS Sol 92.3 1124 146A 016 03.0 1124 56.6 SM ".2 1124 $0.0 $00 60.3 104 $4.3 4151 61.9 ION S&2 SYS -j 46.0 $44 54.2 STS 38A 844 50.0 A" 33.8 $44 47.7 602 00 0 0011 108.1 $44 IIIA 76MO 90.1 644 19.3 _7736- 77,2 844 82.1 724 CA Nt 73,3 712 SDA $44 881 792 50 044 SIA 1 60 74 -0-1.6 742 71-.2 -452- M 742 872 --fT, 16.7 M2 60.9 63t 49A 742 64,1 02 444 742 49.8 11%- ;if 742 43.6 SW 1.8 742 39.6 1590 27.8 2 37.5 am 0 !08!. - US S4,2 4 24.1 See 29.6 481 22.3 504 20.6 -472 24.7 -4 S, MA -!!!� w 63,0 M.1 621 44.7 $56 46A 13 311.1 SM 41,4 M �4A NO 37.S 441 31.3 1W 10A IN 06 900090 L "c" 'S Se [3 �2 41. $-a q.A2 - - 0 '60 1111" VA 66s "A W3 40A 659 40.6 416 412 M 420 4V 30.0 U.0 4" ON 34.2 47Z 26.6 555 31.3 24.0 SAS; 7T.1 457 20A $55 24.3 1448 '18.0 556 2Z4 442 I I 20 In 45 38A 475 39,0 426 Me itc M :07 14.3 33._L:420 26.6 47- 246 444 194 475 21.1 305 16.3 4?5 32", • • • 15 lie C<L 144 gl.n 26..P, 22.4 313 22.4 301 li;' ii.3 W ISA 17.0 N3 TABLE 7R -ln. ANCHOR CAPACITY ADJUSTME;T*FU*MOU*L*Ik*. 00 Anchor Ootpooky Table J14) (DP_)X ;A PT Wood 1w. NC FM!&d cvu mew HORCAP. -.jK CORCRIA 3.6k cona. NO (22 2 An-.twf Y�": WIS.Eka wfflon IW EiOLVaw wir aft 1161 8 Elo&IS'Elm Was Flm SIOSt&tl 6126" 812$tem USE THIS FORMULA TO OBTAIN 114E ACIIOR • Anohcr top pollellis &W Elm Ulm on 114'Elm 111nnam AWWMi 10910617lAWsQS,.. scmw(Gb)aw-(06) strow(m) CAN 1 0 •••••• APACITY REQUIRED'CORRESP014DING fb A. •..S,. Ds*v* 341W • 2-11- 7 3-vr 21 614C 0.54' 0.324* ACTUAL PRESSURE REQUIREMrpNT FOFbTHE a 1 1-1/4• 11-1141 I-Ile r (sile Sake 4) OPENING,WHEN IT IS LOWER THAN THE MILLION 1-U41 1 :04,041: O.C. mwl&w GNP 6I7.I of aw" 364ft tiq 617 770708 16 442705 ata an 361 Nu40 q5 604 Bt M» 32610a 420 bs 680109 CAPACITY(FROM THE TABLE)OF THE SELECTED -167--M M 1410* 952168 -i�A-- (92 bo "Oft ii2orn MULLION.IT WILL YIELD A MINIMUM ANCHOR (42 Im.0 Toobftt 0410 too as 8 MOM Q 1.15-W.O.Q 18%MN4 00 JF4.4,V MUM 00 Ib* -ROV- W WA The WA WA 1*44ft 1890 CAPACITY WHICH MAY BE USED TO QUALIFY ---- !�_1 !iA . WA -" 2240 Ibs ADDITIONAL 4AA 1(M2)2wA%AN04o 760 1" YKICS GOO lbs Ilso 3268 ks 500 !(a in main h I 132e bs 1 2M In UkU 04019- ONALANCHOR 14801W I SWaS OPTIONS FROM THE 'ANCHOR CAPACITY TABLE. PRODUCrREVISED 11,1026 illor" -li0its 234OU 2644 tot 810 to WA 1140 ft iw ft I=24 lbs 9 am 1 1560 w mieplying wM the Florida 4 Andim a 0�4aKn,O.C.I LLClp,1*0 lfrAr4m.CRI tjif� WA VA WA VIA 4.4, %A I WA NA WA 1432 lbs xcft 35c,me 2wx NA 316106 420 VA NO to - 0 obs 1.000- 091tA A-LWA- MISS 1120M NOTE:FOR THE OFFSET CLIP,USE THE f�AMC A44011 PATTERNA1411 ANCHOR VALUES AS THE STANDA,-90 CLIP. E2!�r ]A�LLtL�!2Lrp; IFIGURE 1: FQURE2: FWIIJR14:3 FIGURE 4: FIGURE& FIGURE 9: 1)SHL $HEET I FOR iNSTRUC'TtONS 014 USING THE 70131 ES ANDSHECT 22 FOR INFORMATION -illifil'. 0 1 • 01 ON LO(,DING 3.SEE SHEETS 2-4 FORIOENSRAL INSTALLATION METHODS. LYNN IfITERPOLATION 811'[WEEN MULL LENGTHS AND/OR ALLOWABLE. 2)LINLAH Nsp, .0 3)MULLION AND MULLION C'LH>S 840VON ARE NOT TO SCALE.FOR CYJGT DIMENSIONS,SEE 4.000, No.56705 1. 4.000" SI!Fr.11:1 I8-20.HOLES TO BE DRILLED IN 7HE FIELD FOLLOWING DIMENSIONALRESTRICTIONS z FIGURE 5: FK. 1`1 1-KJU6E 7' SlIOWN ON SHEETS M20.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. CL --s-4, 4)8UeS.rRJJES:CONCRETE SHALL CONFORM TOAC1301 SPECIFICATIONS.HOLLOW AND GROUI-Fil.IEIDCONCRETE BLOCK UNIT(CMU)SHALL CONFORIvIrO ASTM C-90.WOOD SHALL BE �ISTNNIF ,-__.,..,_,._ C,] � PRr-SEJr,E-TRFATEO YELLOW 3O'.t,'HER#,I PINE WITH AN SGOF 9.65,ALUMINUM SHALL BE .376" ZORtOo"(2�, %S3-T5 AND BEA MINIMUM OF.Ilf'I HiCK.STEEL STUDS TO BE AMINIMUM GRADE 33 AND.046" ANGLE CUP IF;(AR-78 566)MJST BE:U$F! IN IIA.IRS. Tt-MCK(18 CAUGE).STRUCTURAL$1-VE1.TO BE AT LEAST.425-THICK AND A36.ALL ANCHORS 11 X e RXZ?r 1.X Ir X.37r.-I A.LNIIIIIJOSk P.E. IN 10 W'�TAL SHALL EXTEND A-1 LLA37 a SCREW THREAn BEYOND TETE MATERIAL. '17-MULLION MULLION FL P.E.#58705 TABLE IiA � Mellon Capsafty Table(IMRti Opening Width(TorHedallia, a ngmullora)orOpeningHeight(farhodzonlaey4plarringindions) #� 50 In pM 701. 4040 90In 10040 1201. 14040 les IN 6i Red-of TrW7Ar1p. Rmi nPW Toprrdenp. RWWOdw TVfVw9• ReeteeW4t I TWrrMryl. RWAWAW Tnpn6ery. ned.War TreprnHIV lltft • Tpp/Ttw•. Re01e1•IIle7 Tnp?deq. P-tswff TlplTdw•. d 1%4%.126 tAedrp La6n0 toade9 Loedn9 LOtlrq 1pdne Lmdnp taW<19 lrmdnp 4oWlip Laednp L•%6i119 LoedFO loWnp LadnO LoWng I.adnp ta+drl9 �Y v Alurn.Tube Mullion w a z o m1. 17010 ego I70A 468 Irao 744 1».0 +» I1a0 eee 170.0 aae 170.0 am 1».0 au /rao 1715 1170.0 621 Iroa 12+0 1rao ml 170.9 uw 170.0 621146.• tow t».a bel 117.5 1440 170.0 521 NN 17010 709 1ra0 124 Ira0 eeo 170.0540 110.0 992 170.0 coo 170.0 1130 1».0 661 170.0 1275 1ra0 077 155.3 1303 17010 00 130.3 1303 110.0 660 111.1 1303 170.0 660 97.7 1303 nao 660 Vr 60=51. IMMP 747 170.0 363 tro.0 699 170.5 6,1 170.0 10+6 170.0 66. 1».0 1195 170.0 723 156.1 1235 17x0 747 140.5 1235 170.0 760 117.1 1235 11010 768 100A 1236 1».0 750 816 1235 170.0 7511 � � IL &N 17UA 797 170.0 612 1»10 936 170.6 col 11010 1118 17010 764 164.4 1168 170.0 607 137.2 1168 170.0 977 f23A Ilse 170.0 668 102.9 1168 110.0 651 59.2 1169 170.0 661 77.2 1168 1».0 661 M a 6040 170.0 6.M 1».0 »1 106.7 1012 1».0 »i 112.9 1012 181.1 672 126.1 1042 140.7 815 111.2 1042 136A 401 100.0 1042 130.2 791 m.4 1012 176.1 7m 71.6 1042 USA 782 826 1042 120.1 782 � V 63 In 170.0 930 1».0 745 151.2 682 1636 818 0».8 002 144.4 768 10.4 9m 131.0 782 100.6 9112 121A 760 00.7 992 114.0 768 764 682 106.4 745 64.8 682 106.0 744 file? 962 10&0 744 � W 88in tW4 047 1».0 789 137.8 047 140.0 768 91&1 647 130.7 788 103.4 047 117.7 752 9L0 047 108.7 7410 82.7 947 102.2 727 6&9 647 05.1 713 68.1 947 04.0 701 51.7 947 04.0 711 Z �' 721. 136,9 649 142.7 737 113.2 049 12110 722 W.0 NO 106.9 706 84A 840 0&4 098 76A 049 $81 568 67.9 819 92.7 676 68.0 440 76.3 160 48.5 949 72.5 682 425 819 7210 col •er s• »N 1156 762 120.1 468 00.3 7m 10210 668 R.6 762 90.0 640 722 7m 60.9 679 642 7m 74.2 620 67.0 7m 68.2 015 4&t 762 62.11 102 41.5 7m 68.9 6W 36.f 7m 68.4 50 • • �j (n b I • • •••• Q �j • M »1. 100.0 721 Ift.4 m4 10.0 721 9410 ml Tal 724 629 809 80.6 774 74.4 668 6810F3572260 col 63.4 724 87.4 63 1410 721 67.3 W7 30.2 721 61.5 657 07.1 721 6310 666 • • • ..J 90 N 6810 613 71.9 495 68.0 613 80.7 474 40,7 543 029 406 43.6 Oq 17.1 450 76A 452 31.6 IHS $910 446 29.0 643 K.9 430 24.8 543 32.1 430 21.7 543 30.7 626 •• • • ••• Z 1� • • • a '2 z 95 In 573 4» 68.9 427 47.0 4» 49.7 419 40.9 478 43.2 412 36.6 4» 3110 406 3110 400 20.7 4» 720 306 23.9 476 20.1 368 20.6 4» 26.6 760 17.9 1» 143 a» •••••• •• • C • 1041. 40.3 377 41.1 $41 33.0 377 3410 335 21.6 077 30.0 370 25.2 377 2a.6 325 224 121 20.1 377 220 311 40.6 377 194 710 1410 317 17.1 304 •••••• • (A t 1111. 37.1 357 37.6 323 3010 367 31.8 318 KII 357 VA 313 23.2 317 24A 309 208 306 16.6 3W 20.1 301 10.4 357 1'7.4 204 ••••1201. 203 309 29.1 279 24.6306 241 274 21.0 706 21.7 270 1&1300 191 207 16.3 261 • 0 • • N IM 1. 1719 212 17.2 Iw •••• • • n• • N TABLE 13B ANCHOR CAPACITY ADJUSTMENT••FGRMULA: 000000 Anohor Cepaclly Table Me) CHO Cm (AV CAP., . ANCHOR CAP._ • 8"Ild« 7k Movie &5k ow. CMU Filled CMU Pr Wood Maid X N ( `MULUION i••••• • • USE THIS FORMULA TO OBTAIN :HE lyps. 3170'Elm 6650017 IN*BCD IMreoM E'IQ4CF�bR dane•Elm lakecen 1/P[ileo IaOecan Ir Elm 1Mi86 EIm ane'Eco 140'SS Eco 910 Ste• 112$led 012 8" • Andlor Clip Patieml U6eme AWeOuU9rca1 AOpnfat6r seeew(05)Screw(06) Swew(%) CAPACITY REQUIRED, INO MAN • •••••• Ede Outen4r 1' 2.1Ir 1 2.1/2• STA' 1' 2.1rC i• or 2-172' 2 3.1/8' 2• 0.15 0,61• 0.324' ACTUAL PRESSURE REQUIREMENT FO%THE ••••• Enbe&lml pnk 1314• 1414' 1.UP 7040• r TtM 1-114• 1-447 1-411• t-1M• 141,r r 14W 14fv pee 168101) .OPENING,WHEN IT IS LOWER TMAN TME MULLION ••00e: 2AWIM04. 'M•L0.411R•turdg6rd.tor2F 3011b 390 ft 45060 Babb 18"Iles 270 lbs Mlbe 36460 74060 Anis 06460 Limb WS b 420 Re 60060 CAPACITY(FROM THE TABLE)OFINESELECTED • ••• • • 4Mdlate402.26'MN.0.G/3Wdwd Cjp(F10. TO to IS 60060 /41060 SIM WA 5mus WA Ebb .WA soon WA 9021b6 84o ibe I120b MULLION.IT WILL YIELD A MINIMUM ANCHOR • • • 8 ANMM[y 1.16'MM.O.C./liundnd CAp(F7p. 968 b 1400 b WA WA WA WA 760 b W 30 A WA WA WA WA 14 ft two b Mb CAPACITY WHICH MAY BE USED TO OUALIFY •• • 4AnamQrW.0.C.jMWAn&Crp ft Too flee 7wb goo 6.e 176860 3248In 540 Rte 6Nft 70660 1480@5 83660 132860 268460 %2Ie 44060 112060 ADDITIONAL ANCHOR OPTIONS FROM THE 0 Andf6ta O r Mitt.O.C.1(2)216 Anye,ape(R9.f3y 11»b 11706, 102060 104060 2N4b atOb 61060 WA 11401601 14INb 132060 961660 07660 126010, too" ANCHOR CAPACITY TABLE. PRODUCT REVISED ea complying with the F)a71d9 4 Anda•M M&L O.C./1.1,00,1910140•Ake0.OTO 7}: NA WA WA WA WA WA WA WA WA WA WA WA WA WA Hat b BO6dleg Code _ �•�y 2 Anehde E 226'WIL O.C.l FAO 5'70 35065 33060 21D b 70560 4» WA 28060 WA N6b •b 440 60 065 370 b 420 60 60060 1.00U• A.Z.No 06 4And•ra®1.16'MN.O.C.l F4*p( 410161 MiesWA WA WA WA 36860 WA WA WA WA WA 68260 610165 112026 ° to FOR THE OFFSET CLP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLP. FOZMZM Mind U.C. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE!k TABLE NOTES: • • • • • • • • • • • • 411111h11/ 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING.SEE i SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. V\CENS&''•..'A i • • • • • • • • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENNG WIDTHS 13 ALLOWABLE. 4.000' *' No.58705 ' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18.20.!HOLES FIGURE 5. FIGURE&. FIGURE 7: TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20.FIGURES SHOW - • • • • SUGGESTED,APPROXIMATE HOLE LOCATIONS. ..IS 6z STA E... '•(G/. • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.FOLLOW AND GROUT-FILLED •125' '0T FCOR7T)P.•' �_: • • � CONCRETE BLOCK UNIT(CMU)SF4LLL CONFORM TO ASTM 4.90.WOOD SHALL BE PRESSURE-TREATED YELLOW �'��s .......... ' �U' ANGLE CLIP(FIGURES 668 MUST BE USED 64 PAIRS. SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8003-T5 AND BE A MINIMUM OF:125'THICK STEEL 1`1i,`910NAI-``:NO' ( ) STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(IS GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126'THICK 1•X 4'X.126' A.LYW%d i P.E. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. MULLION FL P.E.q!66706 TABLE 5A Mullion Capsolly Table Opening WMfh pot wAieah apaminp mtniora)or Opening Hstoht(for horiaatatlyaperr9r p mli6one) 50 In go In 70 In ON 90N IOOin 120 in 140 In 1044 Sl Red-oLdw Tr.pR11mm t•0t•O,•r Traptln6110. Soctanpukt I Wiliam' Re"volor Ws#ftnp. Rmung" tt49lRi.np. R.010a*r T140/TNno R.00n•4« Tr.MTday. R6G.rlpul.r Tr.prTd.ro. R6n.nowu ISI'M0p. 4 1'x 3,126'•x Immo L-ft Ea.dnp L-ft L-ft L-ft tamp Lo+an9 u-Ing 149-ft L..3• L..44 I-% laednp Le.un9 Lo.dnp L..611p Laking g a O ,600"Alum p• p k k P Tu be Mt'lli3 � gIL �• i3 �' 71 Q Int z � 0 42 In 170,0 620 170,0 436 170.0 744 17AG 476 170.0 446 f70A 501 170.0 0112 INA 510 170.0 Ills 170.0 521 170.0 1240 170.0 521 170.0 1406 170.0 321 170.0 In$ 170.0 641 ISC4 Ism 170.0 621 48 In 170.0 706 170.0 524 170.0 670 170.0 564 190.0 992 170.0 ON 170.0 1131 170,0 am 170.0 1275 170.0 677 170.0 -1417 170.0 00 161.7 1677 190.0 I0 133.1 1577 170.0 660 110.2 iS71 170.0 660 NY 60.825 In 170-0 747 t70.0 563 170.0 NO 170.0 031 170.0 100 170.0 664 170.0 1to$ 170.0 723 170.0 ISIS 170.0 747 170.0 1494 170.0 750 141.7 1405 170.0 75e 121.5 145 170.0 756 106.3 1495 170.0 768 W a IL 54 In 1T0.0 7W 170.0 012 170.0 ON 170.0 091 MOA 1116 170.0 754 170.0 12M 170.0 6Pd 190.1 1401 1700 037 703 '101 170.0 666 124A 1401 170.0 01 100.8 101 170.0 661 914 1401 170.0 07 D. 6044 170,0 665 170.0 701 170.0 I= 170.0 791 lots 1150 170.0 $76 136.7 1156 167.0 ON 123.3 Ilse 1656 at? 111.0 1150 10.7 910 92.6 1166 114.6 003 70.3 1166 144.6 905 60.4 1166 11{.6 903 � tJ 0 43 in 170A 930 1750 70 1503 1009 1750 650 137.0 1049 1556 050F33.9452 049 141.7 90 1003 100 132,0 9N 06.9 '100 125.5 644 79.9 Will 100.3 620 66.6 f049 116.9 SW %a 1049 110.0 $19 2 Lu Ge in IOU ale 170.0 760 130.0 955 161.3 604 110.1 055 133.7 76605 121.4 776 023 05 112.6 765 611 935 100.1 767 75.6 956 $0.0 740 69.0 US 00.7 745 MI 966 06.7 740 ? LLL 72 N 124.6 603 131,0 097 107.0 403 114.0 642 013 403 101.1 67003 01.2 ON 71A 603 633 641 64.2 603 763 642 63.6 03 72.2 032 45.9 00 Me 016 451 903 44.7 $27 •••• � 0 $�` (�L 75 N IOU 721 114.1 We 91.0 721 07.0 610 750 721 45.1 60501 [34.4 .6 696 60.7 1`21 70:1 675 64.6 721 05A 679 156 721 sa.4 969 44.0 121 60.e 064 31.1 721 651 60 • • • • •••• • M r7s.h101:0 644 105,0 s99 4{.2 G4{ 19.{ lip 72.2 ee4 78.1 67675 { 697 65.1 064 01,1 461 60.6 ae4 603 6S1 l2.1 675 64.1 MI 351 464 61.5 630 313 675 603 631GSA SU $74 456 $43 $14 $7.3 40 47.0 514 0.0 44014A 433 44.6 514 103 427 323 SU 37.3 421 27A 514 44.0 412 23.6 $14 44.4 400R17 614 263 03 542 467 65.7 404 45.2 462 47.0 300 44.7 452 0.9 390462 375 44.1 432 323 774 27.1 452 30.3 373 22A 452 20.0 445 t0.! 432 24.2 300 452 22A NS •••:•• •• • x 89:1 361 NA 122 31.7 357 12.1 317 272 367 28.4 31230 .2 304 21.1 447 22:1 301 10.0 967 203 299 16.0 447 15.0 201 ISA 867 10.2 2h 447 15.0 253 •••••• • WM 35:1 344 NA 306 29.2 SN 30.1 Nt 25.0 344 251 286Me11 202 193 344 20;6 264 17.5 344 19.0 275 1!A 344 i5b 176 I2.b 344 11.6 203 344 13.0 200 ••••27.7 244 442 443 23.1 20 217 20 193 244 20.5 20200 ,1 252 SSA 449 10.3 219 119 209 14.9 219 itA 2e9 92.6 210 0.9 440 113 728 449 ICA 232 •••••• •••••• Q TABLE 5B A6/CHOR CAPACITY ADJUSTMENTIIRMUSM • • Q- to Anchor O1 ro Table(Ibs) ANCHOR •••••• • • edwwc e 3.5k 000. 6w FINS CMU PT Mpq (DP",)X( )=1111CF1•RCAP.••, • • • •-3 M(ALION efir E106 lw as EJa stir EJC. 1r 6$Ele. #I seal 012 0NN 912 8iW USE THIS FORMULA TO OBTAW Aahw>>9•• 3ltrflat09i.e0n f/4'ENoIAh..On 8llr Ela 11k60ar 144.90014k.0.n • • AndlorCSpPapert• ISkwO Aw.O.1a Ulan AW.00N suew(eu)Sa.w(O6) 9.r4w(O5) CAPACITYREQUIRED'CORRE D T AN E09.chlW I' 244? P 2.17 3•I/r 1' 2.12 1' 2.17 'r 344 r 0.4r 0.6P OA2P • 41411,10% E.O.&n«660 144• INC tato• 1074• r 1-144• 4414• 1414' i-v4- 14W 14W 21 I.S+r talc (.an«.4) ACTUAL PRESSURE REQUIREMENT FOR T ••••• 2 4.15• ../ (FW 1! 390 90 450 R. $9016. 1644 M 2701. k. 444 4s 740 a. be 984 446 1 Ne 4 OPENING,WHEN IT IS LOWER TFMN THE MULLION 4 Arnia• It LIF 444.O.C./ tiodad Ob(Ffp.70: 460Ia Too WA WA WA NM 180Po. WA -WA WA WA ro. 60160 112066 CAPACITY(FROM THE TABLE)ORTIf SELBGTED ••••• MULLION.IT WILLYIELDEhltl•EDTOQUALIFR 4 Annan,493'Mh o.C./T41x9And.COp.tFy.3}; TOar 701. 980 h. 150 a. lege M ao N. 600x WA leo aK 944 N. M09u 2375 rob e3a I. 40 Po. 11206» CAPACITY WHICH MAYBE USED TO QUALIFY • ••i • • 3 NWm QOAV Min.O.C.I UClp•990 IW AI6L(Fig. • W---WA- WA WA NA WA WA WA WA WA NA NA WA WA 10741. ADDITIONAL ANCHOR OPTIONS FROM THE •• • I ftww/F.gp(FlO.4 195" 1051. 2251. 1151k6 622 to 13610. 1106. 177•. 8701. 244 N. 33275 675>b 1031. 20 A. m. ANCHOR CAPACITY TABLE. 2 Malmo.0 Mr Nh O.C.I F-M(Fl9.Ig 206. 301. WA WA WA WA '1901. WA NA WA WA RA 3201. 4201. 810 b. RODUCT REVISED .0omp(yina with the FletW9 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLP. ulldiag Cade 1-1.000'•-1 cc9pt9iw0 No IGURE 1: FIGURE 2: TABLE NOTES 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. a P10 uG I>tro SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 1111 FIGURE 3• 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND(OR OPENING WIDTHS IS ALLOWABLE. ;g1 LYNN /i ��\ONy.•••....;��G '7�i � 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 18.20. OEN@F •• .Q �� • HOLES TO BEIDRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWRON SHEETS 18.20. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. * No.68705 ANGLE CLIP MUST BE USED W PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED - CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C4 0.WOOD SkIALL BE PRESSURE-TREATED FIGURE 4: FIGURE 6: FIGURE 8: THICK STEEL STUDS TO BE A MINIMUM SOUTHERN PINE WITH AN 8G OF 0.66.ALUMINUM SHALL BE 0063.76 AND BE A MINIMUM OF.125' p%3.126'X.6'MULLION m•,� S TTOF ([/-� �j W MINA GRADE 33 AND.045'THICK(1813AUGE}STRUCTURAL STEEL TO BE AT O '•, LEAST.126'THICK AND A36.ALL ANCHORSINTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (1•VF MULLION) '��'•.FlOR10P• G?` • IUI�III THE MATERIAL 1S'&/ONAL A.MN MILLSK P.E. FL P.E.#68706 lx" LkV 0 ' l z W1 RUGLIoM MIAMI[ E MIAMI-DADECOUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(UR) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315--2590 F(786)315-2599 NOTICE OF ACCEPTANCE(NOA) w+vw.miaraiaade rovleranomv 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 RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the AuthorityHaving Jurisdiction(A-HJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or Material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves .the right to revoke .this .acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including,the High Velocity Hurricane Zone. SCRI ION-.Seria,"PW=701/-720/-820"--Al"iii4WFixed-Wimbw—L M.I:-= APPROVAL DOCUMENT: Drawing No. MD-720-820, titled "Series Fixed Window Installation Guidelines",sheets 01 through 10 of 10,dated 07/14103 with the latest revision.dated 07/01/13,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami---Dade County Product Control Section Renewal 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 Lnpact Resistant LABELING: Each unit shall bear a permanent label with the manufactu~ rem r�s';iia1ne or logo, city, state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otlierwise noted herein. REVISION 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 fniimved by the expiration date may be displayed In advettisittg 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 inRr4ign Stye jpb*eat ttq request of the Building Official. This NOA revises and renews NOA24o. 11=1214.13 4icd contists of this page 1 and evidence pages E-1 and E-2,as well as approval document inentl'o'heti&&e; The submitted documentation was reviewed 6�, me D.Checone,P.E. .• ••• ••• • . . ,�--�-� NOANo.'1385 2.03 1' '�. ' ;. ;. '; 'Expiration bate:`FFb'r` `J.14 � '•• ••• provahDate:�'Ju(y18�2013 Pao I . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing.No. MD-720428, titled "Series Fixed Wiftdow histallatlon-Guidelines", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 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,and TAS 202-94 along with marked-up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL=7212,dated 03/21/13,signed and sealed by Marlin D.Brinson,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 3) Cyclic Wind Piessare Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTI -3835 and FTL--3850,dated-07/18 and 31/03,all signed and sealed by Joseph C.Chan,P.E. (Submitted under previous NOA No. 03-1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacture, dated 04/29/13, signed and sealed by Anthony L. Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). Jaime D.Gasco ,P.E. • ••• ••• • • • Product Control Section Supervisor • NOA No.13-0502.03 •: :. Expiration Date: February 19,2019 ••• ••• Approval Date: July18,2013 E-1 ... . . . . ... . . . . . . . . . . . . ••• . .. .. . . . .. .. ... . PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 134129.27 issued to E.I.DuPont�DeNemours&Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.T.DuPont DeNemours& Co.,Inc. for their"DuPont SentryGlas@ Interlayer"dated 08/25/11,expiring on 01/14/17. 3. TREMCO Part No.TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks,and Spacers with Option H exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property--Compression Set for 22 HRS 158°F. d) ASTM 13 624 Test]Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, issued by manufacture, dated 04/29/13,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest,issued by manufacture,dated 04/29/13, signed and sealed by Anthony Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D.Brinson,P.E. 4. Proposal issued by Product Control,dated 07/26/12,signed by Jaime D.Gascon,P.E. 5. Laboratory compliance letter for Test Reports No.'s PTL-3835 and FTL-3850,dated 07/18 and 31/03,all signed and sealed by Joseph C. Chan,P.E. (Submitted under prrevious NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 11-1110.15,issued to PGT Industries for their Series"PW- 701 Aluminum Fixed Window — L.M.I." approved on 02/02/12 and expiring on . 02/19/14. .. ... . . . . . .. dain;e D.Gascon, Product Control Section Supervisor • NOA No.13--0502.03 '; :. ;. •; Expiration Date: February 19,2019 "' ••• Approval Date: 3uly18,2013 E-2 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. GENERAL NOTES:SERIES 720/820 IMPACT-RESISTANT FIXED WINDOW DESIGN FRES RATING IMPACT RATING — VARIES. RATED FOR4.NROE&SMALL 1)THIS PRODUCT HAS BEEN'DESIGNED&TESTED To SEE SHEETS 2.6 MISSILE FO ACT RESISTANCEMALL COMPLY WITH THE REQUIREMENTS OF THEVLORDk BUILDING CODE,mmuDINO THE HIGH VELOCITY 48'TIP-VO-TIP WIDTH HURRICANE ZONE(HVIi4 47'BUCK WIDTH 4B'DUCK WIDTH 48'BUCK WIDTH 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN 44.114'VISIBLE45-fiM'VISIBLE L 461W VISIBLE WINO-BORNE DEBRIS REGIONS.FOR INSULATED GLASSLIGHT WIDTH LIGHT WIDTH LIGHT WIDTH PRODUCT REmWE0 INSTALLATIONS ABOVE 30•IN THE HVHZ,THE OUTBOARD --� 6'MAX. -+{ W MAX F,SHEET 8 2"MAX. r wevb wo the 14046 LTTE(CAP)MUST TEMPERED. B,SHEET 8 D,SHEET 7 If H SHEET 9 N. 3)FOR MASONRY APPLICATIONS APPROVED COUNTY. USE ONLY MIAMI-)ADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS a of1AA WERE SOUTHERN PINE,ASTM OBD CONCRETE MASONRY A I - A C I C E,SHEET 8 I E,SHEET 8 UNITS AND CONCRETE WITH MIN.K81 PER ANCHOR TYPE. SHEETS SHEET 8 BUCK SHEET? I SHEET 7 O.SHEET 9 O, LL9 . 4)ALL WOOD BUCKS LESS THAN 1.1/2'THICK ARE TO BE L i HEIGHT ; HE I 4 CONSIDERED IX INSTALLATIONS.IXWOODVJCfSARE -------- OPTIOWIF�UNIT13INSTALLEDDItECTLYTOSUBSTRATE. —_ / -_ 92-1M --/_— 931q' / VISIBLE n WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR 12'MAX. VISIBLE 1T MAX. 93.1N' GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE O.C. I / LIGHT O.C. I / VISIBLE 6'MAX. I / UGH r DESIGNED TO PROPERLY TRANSFER LOADS TO THE HEIGHT LIGHT O.C. STRUCTURE.WOOD SUCK DESIGN AND INSTALLATION IS I / B8. I / HEI52 THE tGHT T I / 98' . ARCHI JCC OF REftl.4'i. �(�)OR T 0 00TIP i l I HEIGHT � a T�� •� 5fATNL &AEDMENT TO*SE MATERyI.� i HEIGHT T�I ; a a BEYOND WALL DRyG S-rUCCO.UU88CE OF 1 ' .4WRFWAMEMBEDMENT.NAYROWJOINTSEALANT&ISUSED - I I O W V 4DN ALL FOUR CORNERS OF TME F'RAtEANS7NAAT10N ANCHORS SHOULD BE SEALED.OVERALI••••• 7}- 14-, § zLL d 0 1 INC STRATEGY FOR WATER RESISTANCE OF 8' 8—�'I f•'�- 12'MAX O.C. (rJ D-+{ �+- 1Y MAX.O.C. H,SHEET 9 X C TION BY OTHE:PfM�IS BEYOND MAX SHEET 8 MAX. SHEET? 2' _ .TVril�PE OF TF BJMONS. •6 6 6 6• Jr MAX.O.C. .Z j roN TYP.FLANGED IFRAME TYP.EQUAL-LEO FRAME TYP.FIN FRAME ELEVATION I> Y O z .6)t:'Kd/4'SHIMS AiFaT�0U1RED AT EACU VIAM O 0o LOCATION WHERE WHE PRODUCT IS NOSFLtl$H TOOHE ELEVATION(TESTED UNIT) ELEVATION(TESTED UNIT) (TESTED UNIT) • SUBSTAKTE.USE SHIM&CAPABLE OF TRAMSFII FWM Q �00"tQLOADS.WOOD BUCK%BYOTHERS;MUSTBE SUFFICIENTLY ANCHORED 70 RESIST LO/btIRIPO'ED ON FIGURE 1: •.T&IF&%IV THE WIC.•• 000000 GUIDE TO SHEETS 1Y O.C. SHAPES AS SHOWN BELOW OR SIMILAR.MAY BE USED BY INSCRIBING THE SHAPE IN A BLOC( I- W . . . . MAX. AND OBTAIMNO DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2.6. H/J e6 .a5 74DESION PRESSINF" . . .. GENERAL NOTES......,...............i ANCHOR SPACING TO BE W MAX.FROM CORNERS AND 12'O.0.MAX.FOR ALL CURVED FRAME 2 O .A.NEGATIVE DESIGN LOADS BASED ON6TRYCTUFWtal1CYCLE ELEVATIONS.............................t MEMBERS,SEE FIGURE 1,THIS SHEET. 8 ••E3 0-MRMIII RE83URE.FBRN.LYSISAND G1s433PFltASTM GN PRESSURES............- 2-6i 12'O.C. / I �-WIDTH-�I f+-WIDTH-+{. I"'-WIDTH --I � z Z 1 B.POSITIVE DESIGIAd*fBASED ON WATER TEST INSTALLATION.FLANGE...........8 MAX. WIDTH —=i -- _ PRESSURE.STRUCTURAU CYCLE TEST PRESSURE,FRAME INSTALLATION,EQUAL-LEG_...7 T'r'-- T -, T r', T r- , ; gj apy ANALYSIS AND GLASS PER ASTM E1300.09. INSTALLATION,INT.FIN A...........8 g I I I I I I ^°Y INSTALLATION,INT.FIN B.._....„.9 6)THE ANCHORAGE METHODS SHOWN HAVE BEEN CORNER ASSEMBLY.............10 DESIGNED TO RESIST THE WINDLOADS CORRESPONDING EXTRUSION PROFILES......,.....-10 MAX i 1 1 1. J i L- -J All! ro+w+•P•s TO THE REQUIRED DESIGN PRESSURE.THE 33.1/3%STRE88 PMTS LIST........................................._10 INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE to LOAD DURATION FACTOR WAS USED FOR WIDTH--=i I•�WIDfit-�•I f'�WIDTH-H 1"'•WIDTH'•I THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT TABLE 1: T I—-- -- T --1 T r -"7 ``��a,(�,VNN COME INTO CONTACT WWTH'OTHER DISSIMILAR MATERIALS iyp� T V`- SHALL MEET THE REQUIREINENTS OF THE FLORIDA I Deswlon SMBsH I �•��',, viCENS@ .'p BUILDING CODE FOR CORROSION RESISTANCE 1 7118•Lord 18'M-.098'PVB-9It8'FLS 2 * 58705 9)REFERENCES:TEST REPORTS FTL-3836.30 6 MIZ 2 7/18'L.M 6'NS-. PVB• 8'HS 2 I ELCO ULTR/YOON HOA;ELCO CRETEFLOC HOA:ANSVAF&PA 3 1-1/18'l.ml.10 16'?-7 16”AY-3116'M-.OBS 1'VB-3116'H� 3 i i i L- J i L NDS FOR WOOD CONSTRUCTION-(2005)AND ADM 4 1-1118'L»mi.p 6'T• /16"Ak•3118 F19•.090 3118'H8 3 uL 11, W ti ALUMINUM DESIGN MANUAL• 6 716'Wd 16"M-.090'SO.3/1CM 4 fes'-'—STH -=� )"' WIDTH"I 1�•STH'"{ i,-WIDTH 'O'• ��[ 1 (/11 G — r——— 7 r— SCAT `?. 6 7 6•Leal 16'HB-.OBV8G• :rlNs 4 TI—"-'-- -� T i Tr--- �0 .••• 10 THE 720 SEq�3 USES A�PVB INTERLAYER,THE 820 7 8'L.M.XG 18'T• 116'Air-3H6'M-.09V SSG-3/18'M 5 k I I i FL 6 1.1/IWLWMX3 IWT-7/16'A-3I1CHHS-AM..30.3/18'HS S ,� $,•.,.., SMAY ERIES BE REFERRED AS THE 701 FJH�S.ES AN SO INTERLAYER.THE 7201AND 820 SERIES 9O'-'DUPONT•SENTRYOLAS INTERLAYER'BY EJ.DUPONT i P17 i i u �A,l I �(�1 AL"�� DENEMOURS&CO.,INC. i i L i A LYNN YLLER,P.E. P.EJ 66706 'TABLE 2: Window Design Pressure(+/-,pst)for Glass Type 1 Sio an) NATED 78 80 84 88 99 •104 1 / 7/16'GLASS STACK •.!1 4140 I !-00 +1.80 4/40 +140 +1 +l -00+ +140. •.8p 32 +1.811 --+1-80 +140 +1.00 +/-00 +1.80 +1.80 +1-00 +7-00 +/•90 +1-00 .090'PVB INTERLAYER ♦/40 +/ + +1 +l +I4 • +1•80 ♦ !. +1.79.4 38 +140 +/- +1.410 +1-80 '+1.80 +l +1-79.7 +1.77.2 +1-7.1 +1.73. +1-72.2 3/10"HEAT STRENGTHENED GLASS 38 +-00 +1.80 +1.80 +/.80 yl40 +1.781 -1•75.2 -71-711- H-0.3 +148.5 +148.3 3118'ANNEALED GLASS I'RORUCr RBNBWIBO In 10 H !/-00 +-00 +f-79.8 11.7.2 +1.71.3 +1-1.3 +1.67.9 +145.1 •1-03.1 +/-0te a�000glyl�wl161h�R1aW�^� 42 N•80 N +1. 71-71. *1.74.3 -1-71.43 +1.08.2 + ♦141.6 *I • .2 4 11 Aooapf��oa Nb 3 [l 44 N-80 +1-80 +l-78.9 +1•75.4 +1-72.1 +1-089 +1456 -1-622 •IS9. +1-07.S USED AT CURVED 48 +l-00 +f 7-7.2 +1•73.8 -1-70.1 -1-08; +1.83.5 7-00.3 7.57.7 FRAME MEMBERS ONLY 2g, tiffs' 40 +1•80 +1- +l• 7.71.9 a-88.3 .1.849 +/-07.5 +13e2 ®11.718'O.C.MAX OL/433 SITE �•- LONG SIDE +180 -7--l-W.3- +1.7. 7-70.3 + +-83.1 --+T-%-f- T- .1-79.1 Mira O:>tl•'o 52 +l•7. -1-724 +1-041.8 +1451 +141:5 1-3 54 7.77.4 ai• 8 +l-70.5 +149.3 +1.83.5 SHORT 58 +1.758 +1-72 +l .6 +/.13.3 E ERIOR SLOE j 58 +1.74.2 +I• 7 20 13 L N e0 +1-72? -1 7 +145 �02 +1aL2 +/ .1GLASSTYPE 17 �SIDE 718 +f47 M 1)SU K DIMENSIONMHOWM.FOR FLANGED WINDOWS,SUBTRACT V FROM THE TP-TO-TM DIMENSION TO DETERMINE THE BUCK DIMENSION. SIDE .� � a 0) 1)FOR SIZft NOT SH&"RORIND It TO 1HE NB"AVM.&AE SHORT OR LONG DIMENSION. �' p � 2ftff §HITECTURAL WINDOWS,FWD TRE %ALLE�T WINDOW SIZE IN TRE TABLE ABOVE WHICH THE OVERALL DIMEN13ONS COMPLETELY FR WITHIN. I�I�� Jj foy •:•••• • • : • : ma TABLE DIMENSIONS MAY BE Lei Z fNo` ORIENTED VERTICALLY OR O e Ma • • •••••• HORIZONTALLY A8 SHOVft Z N • 12 D •••••• • •• •• :�!� TAAL fir• • • •••••• '�'i $ ZZ040 ••••• •••• •Mflllttow Design Pressure(+b,psQ for Glass Type 3 Z �a i O y o • LL ••••• •••• •••• 1-1/16'NOM. O 67-7/8 72 6 80 8 1 1 U 7N8'LAMWATEO 30 +140 +1-80 *1-400. +/ +1.80 +140 +/-00 -1-00 -1-00 4140 GLASS STACK N • +1 +1• + + +/ +140 7-80 +140 +1.80 3hW'GLASSHEATTAdL 38 H-8�•• .A80 +1.88 •a7.80 -1 +1 +19-- -1• 7.80 +/•410 7-00 STRENGTHENED OL1168 �'1 SHORT Tom' g W • 3178'TEMPERED GLASS SIDE 138E .l 7110 + +140 +/40 .l +1.80 +1 40 +1-76.4 0-71.3 3F16'ANNEALED GLA33 T • + • + +1.80 +1 +!-00 +1.7(11 +•73.5 -1.7; +1.89 7118 AIR SPACE } 1 -1. + +l +l + ♦ •f. +. +/ INTERLAYER LA _ •11 INTERLAYER Z 44 7-00 •f +1 7-00 +I-00 +1-J.8 +l_7 1 7.70.3 747.5 +143: Z O p E -1-1110 ++80 +140 +/-00 4/.79.2 +I-T&4 +/-71.7 +l 1 4-115111 5 LONG I tV a +/ + 7-00 +140 wt-772 +/• 749.5 7448 USED AT CURVED 310E +1 -140 r +1.70.4 '+!•T •1.7.3 -1 518 FRAME MEMBERS ONLY 29 52 740 + +1 +1-77.7 '+/-73.5 +/-"5 ®11-718"O.C.M_AX. GLASS BITE j� rL rL +/ + 0•77.5 1-73.8 1-3 .�� + +- W+1-77 . +•5. XE TEWOR e0 740 +l• +1-7.5 _� � ``��ON•(IYNN,yk�/q�� 62 +140 +/•75.8 a 22 21 13 +. -1.7 SIDE \� 'C.• \•\GEI�3F '•.Fip �i GLASS TYPE 3 ' 07.7/8 -1-7 9 *' No.58705 '*' 1 DIMENSHM SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TP-TO-TIP DIMENSION TO DETERMINE THE SUCK DIMENSION. 2)FOR SIZES NOT SHOWN.ROUND W TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. •, 7 1 131 !U 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 0 STATE OF •<l/� I Jill, A LYNN MILLER.P.E. P.EX 58705 TABLE Window Design Pressure(*psQ for Glass Types 2&4 Lora ■ 87.718 1 7 78 so 04 Be 92 g3 100 104 1 112 112 Ila 120 124 120 132 135 140 144 30 +!-00 +13r- Woo +/80 +/40 ♦1.80 +80 +1•80 +1-30 +1-00 +180 +180 +180 +/40 +180 +/ a1.30 I-ao IV +140 32 +1. +180 +/80 +( +1-00 +/-00 +1• 4•s0 ♦ +1 a/40 ♦. +1•80 ♦ +1.30 +/80 H-0D +1-00 3/ a/.80 +f-00 +1-00 +1-00 +/-00 +f80 .180 H•80 +f•80 N80 N80 ./•80 +1.80 ♦ +I a-00 +/ +1• ♦/• +180 +180 +180 +1.80 +l ♦ 4140 + .40 +f-00 +1-80 +180 +f80 +IODUC1'RENEWED tocnPLYWB wi141he lgariQA 33 +1.00 H a/80 N-00 a/40 +/-80 H80 +/-00 +180 +180 +l-00 +180 ♦•80 +/-80 M 40 +1• H N + H-00 +1 —77W— +f80 +1.80 +1-00 + +1 . 14. •180 ♦ •I-0l1 +180 +180 +l +180 + H80 • +1.80 44 +1-00 +1 +180 +1-00 +l-00 ♦1.80 •1 +180 +1-80 N80 -4-80 vjvj a1-80 ♦/-80 +1.80 +180 +180 +180 +/•80 ^ +180 +l +IV +/•80 +1.80 +/-79.1 % +180 +. +180 ♦180 +1.78.3♦• +1• + ♦/.791+180 +1.80 +180 +1-80 + ♦80 + 88 +1-00 8T-718 H co a •••i DIME119 JN3 KNOWN.FORfLAN(!ES WINDOWS.SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUC UMENSION. p •A• • �SMES NOT ROUND�P_`IC THEIJEXT AVAILABLE SHORT OR LONG DWENSION. �p fh •••••• ARCHW��: THE•SMALLEST WINDOW SIDE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY Frr WITHIN. W • • • • O LL J 1 •••••• • •• •• oo ,,..LL •••••• • • F-' �i0 _ as •••:•• • • •••••• 1.111?NOM. TABLE DIMENSIONS MAY BE �TT o_ Y ••••• •••• 7R3'LAM14MED GLASS STACK 7/1W LAMINATED ORIENTED VERTICALLY OR 1 0 MASSSTACKD"Z g N o •••••• GLASS STAW* {� ASS STACK HORIZONTALLY AS SHOWN. FO • • • ••••• .0W PVS INTERLAYER 3118'TEMPERED GLASS 3/18•HEAT STRENQTNENED GLASS SIDE m M • 3118'HEAT 3116'HEAT STRENGTHENED GLASS U+3NG SIDE QI"' l •••••• • •• ••••• _ Lll • 3118'HRAT STRENGTHENED GLASS STRENGTHENED GLASS 7/18'AIRSPACE� A9V PV8 INTERLAYER �F~ � • Z K • ••• • • •• •�•••• •••• 1 a 8 11 SSIDET USED AT CURVED USED AT CURVED SHORT a z w S FRAdEtMEmadWdW 29 FRAME MEMBERS ONLY 23 g 11-7R'O.C.MAX. GLASS BRE GLASS BITE m� 1 cy Q 11.713'O.C.MAX. 3 Z 1-3 1-3 W EXTMM 1 �-►— LONG SIDE j LL lQU PO 13 22 21 13 r °A1 !!Mn GLASS TYPE 2GLASS TYPE 4 SHORT Li LONG 11111 L 11 t l/1/I SIDE / SIDE IM" VGENSC No.53705 �r PLOROP A.LYNN 1LLPR•P.E. P.E.>/6e708 TABLE 5: Window Design Pressum(+1.,psf)for Glass Type 5 ma SW ) THe•LAMINATED 1� 67-7/8 72 76 00 84 Be 92 go 10D 104 1 109-112 GLASS STACK I- 30 +9-425.4 +9W120 +901.115.5 W.111.5 +0-101.5 +931-103 ♦901-1045 419-7675 +901-1025 +04001 ♦9(V•97.9 .OW80INTERLAYER 32 +901-11-78 •70•11QB •WAM3 +9--101.6 +9--9a7 -TOY-K-7- ♦901-92.3 .a -90.3 •Tl. +/9 34 + -108. ♦ -t + -96.8 •9--95.1 • •91.8 +1.862 +f-84.4 •4.81.5 .1 1 ♦/-79.8. +1.79.4 3A8"ANNEALEDGLWSS 36 •9-•102.6-M-0-1 +9-• B Wala +1 + 8 779.7 •• -71T5-1 H•3.4 +1.72.2 3/19`ANNEALED GLASS 30 •90/•98.1 •90'-92 •190.7 W-83.2 •f-00.7 W +_ .2 +-T -140.3 +i-moW .3 40 •9-•94.8 +196 +42. W .8 +1.77.2 •/•743 W-71.3 W47.9 +1.65.1 +1-03.4. 0 4 1.8 11 oon1O 8 pl0mn 42 +W-91.3 W 7 --80.7 +l- -4 +I• W-71,3 +1-08.2 4-04.7 +1-01.6 +/59.8 +• .2 USED AT CURVED ' °I �� (Xi 44 3 4.82.4 +/-78.9 4-75.4 +1.72 + W$5.8 + _7377-, W57.5 FRAME MEL78ER8ONLY 46 -14&4 4.808 +1.77.2 -1-73.6 W + ♦ ♦ • 29. SS •1. T 0-79.3 •1-75A +1.71.9 +1.60. •1-64 4 1.5 +1.5&2 @ 11-718'O.C.MAX. GLASS BITE �-- LANG SIS / --869 -1-77.5 4.4.1 +/-70.3 +1-00,7 +1$31 459. 1$ 52 +1.791 +/-7b. 4.72.E 4 B + Was --Arr- EXTERIOR 54 +1.77.4 +I-T3.8 +1.70.5 -+-W-3 N � 66 .1-7 8 +1.72 +1_56.6 +1-M3 hi 20 13 7 L 68 --74. +/.X3 +1-80.8 vim- a 50 •6727 +/ .7 .45 GLASS TYPE 5 62 +1.71.2 W-07.1 n 04 wl.m.T +1.05.5 �- LONG SIDE 00 4.4.3 E + T_ �y1 1+1 Q tall K DIMENSIONS .FQR FLANGED WINDOWS.SUBTRACT I-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSKNI. B�� > a •^�8 SIDE e)FOR SIZ08 NOT SHOWWPROYND UP TO AIE NEYy1VA1lABLE SHORT OR LONG DIMENSION. Ix O •- 9)VORVAGNITECTURAL WINDOWS.FIND TME SMALLEST WINDOW SIZE IN THE TABLE ARM WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. R)THIS SHEET APPLIES ONLY TOFYANGE MIB EQUALILFG WINDOWS-DO NOT USE WITH F94-FRAMED WINDOWS. } wl 0 •••••• TABLE DIMENSIONS MAY BEc� • • • • ORIENTED VERTICALLY OR O • • •••••• HORIZONTALLY AS SHOWN. Z • x to W •••••• • •• •• •••••• • • 0 � rort TABt1FaBs• • • •••••• � O U' a•o ' Z •0:0• •••• •140Y4pw Design Pressure(0.,pal)for Mass Type 7 � � O p � zz c, o �z az F m LL • °� 2 O ••••• -718 72 76 as 1.1/10•NOM. a 30• 4901-30 a9-•13D +W.141 •8¢5 +901.171.6 +9--119.8 +9--t tat +9-•117 +9--1158 +9-•112 +W-109.9' GLASS STACK 7116"LAMINATED mm< ♦ -1 ♦ + _1 .0-111.5 ♦ -108.1 + - +90!.702,4 + -102 +9-•101. • -89.7 r.. r GLASS STACK .9-. .1 -i + -1 +9-•10A8 ♦ -99.7 + . N + -8 _4 SHORT 9d + .1 .8 + 100.5 + - 8 +9- .3 +ISO 4-BZ3 •/84.9 4-023 +-0t. 3/18•TEMPERED GLASS 3116"ANNEALED C6.A88 SIDE • +0W-111.2 •8--1-74.2 +BOM• 9 r +9-•91.1 4.8&'2 W-M.9 4-8/A +N9.4 +l-7a.4 +1.74.3 9/18'ANNEALEDOLA89 3 • • • _ •♦ ♦ .93.4 + - .1 +/ --#7:P- *T •• +4735 4-799 N 42 2 • ♦9-.91.2 +. .4 a + ♦.T7 ♦- -me +l ♦ 7118'AIR SPACE .OBO`80 M4TERLAYER � N•S O,. z d o 44 +g-_y& • 1 +149.1 -1-05.2 +•81.4 +/-7L6 .1 •_ +147.5 W 9 11 _� r Q 45 .9-.98.5 +90' 1.3 +197.2 +193.2 +1.79.2 +6754 -7.7 + 1 -MA s `/Y Uf 48 •m4 + 1 +1$. +- .2 W 33 Wa. +/-a$ 5 G LONG +901M.4 +1.81'- +1 +1- .4 +• +. . USED AT CURVED 1/ SIDE FRAME MEMBERS ONLY 29 4-094 W 5 +141.8 +1-77.7 41-153 GLASS SITE C a M +197.5 W +1-79.8 .1-76 +1.71. a 11-?*O.C.MAX. N11L S 50 +195 +1-81.4 ♦- 1-3 55 0938 H• 4 ♦67. ``�1t 1111,/ 80 -921 +- .8 +/-73.5 EXT�EtRI,OR NN 22 21 13 I gNORT ,`�`��ON�(LY..... -90.4 +1-75.6 fir' _4 SIDE `` ''�F [102 .1.7a8 0-7or-ENse •.,.p +r-Tr.z GLASS TYPE 7 ',, 47-Tl8 +/-74.9 `*' No.58705 *'� ;NO7E�;• /' I)BUCK DIMENSIONS SHOWN.FOR FLANGED MNDOWS,SUBTRACT V FROM THE TIP40-TP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAKA13LESHORT ORLONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS.FIND THE SMALLEST WINDOW SEE IN THE TABLE ABOVE WHICH THE OVERALL DM W-40NS COMPLETELY FIT WITHIN. STATE F :•/(/�� 4)THIS SFEETNPPLIES ONLY,TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH RN-FRAMED WINDOWS. �'��'•.,;�2ORf0T`.•':0\:' A.LYNN M'1LLER.P.E. P.EJI WM TABLE 7: Nndoq Design Pressure(M•,psf)for Glass Types 8 R 8 we 67-7/6 180 1 1109-12 112 116 120 124 128 1 132 i3s 140 144 30 +901.130 ♦ -130 +901-130 +94-130 +901430 +901-130 +906130 ♦ -130 +90/•130 +94-130 ♦901.130 r94.130 ♦ .130 + .130 ♦901-133 +94.1 +9061 ♦901-1 ♦906130 +901-130 32 +94.30 ♦ -1 ♦ .130 ♦ •1 • -i +94.130 ♦84.130 ♦901-f •94-130 +94.30 ♦ -130 r .130 0130 ♦94• • ♦ .130 +94.130 ♦94.130 + -130 34 +94.130 ♦ •130 +901.1 +94.1 ♦ -1 + -1 + •130 +94.1 +94.1 r! .130 +94.1 ♦94.130 +94.130 +94.1 +94.1 + .130 ♦ CrRLR18M/1.D 38 .94.1 + •1 ♦ 130 +94-130 r901-130 +94.130 •901.130 + .130 + •130 - ♦94.130 ♦ •130 ♦ .130 ♦901-130 +94-130 +94.1 y �ar 38 .90f.10 ♦ •1 ♦901,7 +94.130 ♦ - +901-130 +901.730 ♦94-130 + -130 +901.1 +94-130 •901.1 + +94-i .3 +9111-130 +94.130 +901,130 +94.130 +90.1 • •130 +94.130 +801.1 76•1 • -128.8 + -1 3.2 ♦94.1 4 + •1 ♦ .130 +904130 +901.130 + +9W-1 + -1 -729.3 ♦ -123.2 +94.19.7 +94.1164 44 ♦94.130 + .30 +9041 +94.190 •1 •94-130 +94.130 ♦901.14. +901-119.1 +94- +94.130 + -130 + 13D ♦ -130 +901-1 +94-1 +94.12.9 +94.120.5 -M-115.3 48 +94.130 +901-1 -901-130 +94-130 + •1 •129.7 +94.123 +9d-11 +94430 +901.1 +901.1 +94.1 +90f-00 -1 +89.41.119. 52 76-13F.- .94-130 +901-130 •94.130 +94.13D +88.81-123 54 +94.130 ♦ •130 +90..130 + -130 +88.81-127.1 56 +94.130 ♦ -130 +90C•130 +814.129 so ♦94.1 ♦ .1 + '-1 60 +94-13D +94.130 +89.8'•129. n +9a-1 +94.130 { 64 +94.130 +901-13D 1 a •••119"DIMENSIONS SHOWN.FOR FMNWED WINDOWS,SUBTRACT 1'FROM THE TIP-10-TIP DIMENSION TO DETERMINE THE SLICK DIMENSION. O •' . • 2)FOR SIZES NOT SHOWNIIROUNO UP 1D THE NEXT AVAILABLE SHORT OR LONG DIMENSION. n v Q ••• ARCH %PDOWS,FIND THE SMALLEST WINDOW SIZE N THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR"THIN. • TMS SHEET S O&Y TO FIAg4w jm"-LEO WINDOWS.DO NOT USE WITH FN-FRAMED WNDOW3. O W • 0.0000 id RLL J d ...... .. .. x� 4 g 0000• •:•••i i•s••• tU� Of � � 'WI • • TABLE DIMENSIONS MAY BE m Y O ••••s 0000 s••• _ • • •••••• •••••• 1-1118'NOM. HORIZONTAORIENTED LLY AS SHOWN CO �Z a CO LL Y OR 0000•• 0 • • • 7118'LAMMIM OLA39 STACK 7/18'LAMINATED] LONG g O GLASS STAG*Q GLASS STACK SIDE a F •••••• • •• •••• WIT HEAT STRENGTHENED GLASS L+DNO SDE • • • • .090'801 NTERLAYER 3AIr TEMPERED GLASS •• 000 • • •• 3/18'HEAT -3116*HEAT STRENGTHENED GLASS ® _ •••••• 3Y18'HEYr�iREiNCWTHEI+EO GY1S3 -STRENOTHENEO GLASS 7/18'AIR SPACE .090'80 INTERLAYER SHORT3IDES 0000•• 1 11 5 11 3� � SHORT10E ? Z IL USED AT CURVED zv FRAME MEMBERS ONLY 2g USED AT CURVED QM3' FRAME MEMBERS ONLY 29 Btb' G O.C.MAX. GLASS SITE GLASS BITE W �11-7M1'O.C.MAX. im 1-3 13 F� LONG SDE -+-� LL O T- 20 0191 'x t•In EXTERIOR 20 13 ] 22 21 13 SSIHODRET LONG `��111 v LYNN GLASS TYPE 6 GLASS TYPE 8 L SIDE ` O��.GENBF' ' No.58705 yIImo- - 1 !3 SHORT - U SDE ��Q STA F <(/ A.LYNN MILLER P.E. P.E.!68706 EDGE 2X WOOD BUCKSTRIP OR FRAMING,SEE INSTALLATION INSTALLATION EMBEDMENT DISTANCE NOTE 2,TWSHEET TYPE 0 TYPE B INSTALLATION EMBEDMENT 1X WOOD BUCKSTRIP, } TYPE A iµ•MAIL SEE NOTE$THIS SHEET EMBEDMENT SHIM EDGE TYP.ANCHOR TYPE EMBEDMENT AND EDGE DISTANCE PER 3UNSTRATE, DISTANCE PRODUCT RENBWBD EDGE B SEE TABLE 8,THIS SHEET H� Iaa�rNBrPIaW DISTANCE Cass !µ'MAX . I AaapW�u°nr NaJp �1 T SHIM 1 iL 4 TYP.ANCHOR TYPE. ' EMBEDMENT AND EDGE ,., 11 DISTANCE PER SUBSTRATE, SEE TABLE S.THIS SHEET EXTERIOR USED AT CURVa) 11 n 29 FRAME MEMBERS ONLYwi PE "••.'.: ,•. ®11-TAT O.C.MAX. CONCRETFJCMU • � 11 -� b R ANCHOR VISIBLE LIGHT WIDTH= ...�,. • • REQUBEEMENI' yylNpOyySUCK WK H.. CONCRETEICMU u1 �"� WINDOWTIP-TO-TIP WINDOW WIDTH PER ANCFINE y a ro•ay • • •• �t, • REQUIREMENT r�i• •••••• HEIGHT •; ter' IW MAX SHIM HORIZONTAL SECTION A-A }o- 0 • • • (�N • 0••• WITIPNDOW . . .0 N12 STEEL � Q Z . • t69ItTI1T VISIBLE $ •••••• LIGHT& •• S(05)-SEE TAABLLE 8, TABLE& LLOn • lowo • THIS SHEET SubriMe MOls.Edge Min.Enik•Bnwm MAX O'O V L) O aN •00:41• • 00 Z 4141••• • y� m0 C9 • • •• INSTALLATION $12 or 414 410 83 Scow A n4^• c> O 0 ' 0 o :00414, • 0241�fP • A308 1 z a z 0 •0 0 41•• METHOD D g U. • • • 6• INSTALLATION ANCHOR Mel t r. n. 0. 1 O•" 12' 0 P.T.800thsm O=0. ww 1016• tY rG UNDERNEATH THE AkxnMln,BOBS mh 8 0.063•• 12• •••••• • • •s BEADING N12 or N14 8hN Sohw(td6)15A36 3/B' 0. •• 1 • • • • • • • EXTERIORSOW ,Or.33 min. 3/B• 0. 10 Ge). tr • • U TM ON 2412' -1/4• 17 •••••• 4 age 41 MIAMI-DADS APPROVED MULLION VI'410 Bt)Cnt•FMx Z • • 21 conaete(min.3.36 ken 1• 111 tz• $ z • 8 STEEL FRRAMWD OR STEEL STUD. �� .2.85 kt 1• + 11vr IT g y • SEE SUBSTRATE PROPERTIES, 114"Steel 1Bksaon Conoroh(mIn.2.85b 2-t/r -318• it z TABLE$,INS SHEET ng• W b - Onauted OMU ASTM 2417 •SKr IT „ �1/4•MAX SHUT 5118'stow Ultnoon ConerN• 6 1-Vr -0Ir 12" W Grouted c 2-1 alr 1r �xi •MW.OF 3 THREADS BEYOND THE METAL SUBSTRATE. tX WOOD BUCKSTRIP. N 'arse s SEE NOTE 2.THIS SHEET LYNN-At/!!'��. E'IMDMENT y..•. CONCRETE PER �� •��v�GENSC'••FTP moi% ANCHOR INSTALLATION NOTES: : •',>>C "�r. '•'a �' i�.- REQUIREMENT * No.ygTOb 7. 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. II •�+ 2.WOOD SUCKS DEPICTED ON THIS SHEET AS 411X•,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-11r.1X WOOD BUCKSARE rI�_ INSTALLATION t�• EDGE ANS. •• TYP,ANCHOR TYPE.EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS-W ARE 1.1/2"THICK OR GREATER. •'� :•4 : AND:EDOE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING �Q,� TYPE B FLORID" VERTICAL SECTION B-B SUBSTRATE.SEE TABLE S.THIS SHEET JURISDICTION. ' SsIo(..aL 3.FOR ATTACHMENT TO METAL:THE WRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 11I t r K 1 t 111`� 4-IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLIONNOA APPLIES TO WHOLE SYSTEM. A LYNN=P.E. P.E,N$6706 EDGE 2X WOOD SUCKSTRIP INSTALLATION INSTALLATION DISTANCE OR 2TH i,SEE NOTEE 2,,THIS SHEET TYPE Ci TYPE F EMBEDMENT 1X WOOD BUCK STRIP, EMBEDMENT SEE NOTE 2,THIS INSTALLATION '�+— $Him TYP.ANCHOR TYPE.EMBEDMENT AND 1W MAX TYPE E C-� EMBEDMENT .7� EDGE DISTANCE PER SUBSTRATE, EDGE EDGE ti8 SEE TABLE 9,THI3 SHEET DISTANCE OpUCTRBNSWED DISTANCE coo�yloswWlhoPlalid� v �. kF'•aCode �1/4•MAX iOS.EET 2SHIM4 r:TYP.ANCHOR TYPE,EMBEDMENT AND EDGEDISTANCE PER SUBSTRATE,SEE TABLE 0,THIS SHEET !USED UBNED , . 4EXMRIOR 2B FRAME MEMBERS ONLY®11.7/'O.C.MAX. C06lCRETEICMU ----- VISIBLE LIGHT WIDTH+ ..•Y'; n PER ANCHOR I PER BUCK WIDTH•2314' REQUIREMENT rWINDOW BLXX WIDTH OONCRETEICMU eWINDOW PER ANCHOR co :*see* • • • HORIZONTAL SECTION C-C REQUIREMENT a o • • HEIGHT • • 1M MAX.SHIM p • O 2 •• •• ••••••• • • i12 STEEL � Nw BELF-DRILLING SMS LLL •o • VISIBLE • (06),SEE TABLE 0. THIS SHEET TABLE B: Z'LL N ••••s• LFwy • =cIp ui - •- w g • • •••Y • Anobor 4041Me R E MN.EmbWmml Ma O.C. I�J Z m g ,(=BUCK — 7 ••••• • werow • a.une. a oM0 ••••• •• • AW m o p Q i••••4, ••• ` • INSTALLATION TYPEH #12 or 41088 screw St"V Gr.33 mla 3w 0.04rAnal" 3ir 180 12 Z Q:Z ..� Z Ci �q I • • • • P.T. PkM 0-0.co ww 13M' g O A • EXTERIOR 612 ar414 8WI acre 1 5) Alumim�m, T6 min. 310'(r 1r •••••• • • • 6 1r — • • • 8—se 1 Gr. mla 3w 0. wa L•R121 � • ••• • U bN TM C•CW 2.1/r 1-114• ).- • • • MIAMI-DADE APPROVED MULLION Mr 410 88 CnbfMa •••••• •• • Cawls'Y Q�Ma 3.38 kW) 1' 1314'211,5EE SEPERATE MOA).AIUMONIMI, OVIC510 2.86 r 13/4'•• • STEEL FRAMING OR STEEL STUD. vff SEE SUBSTRATE PROPERTIES. Il4'sWl Ukfoon ( rtM ) 2.1Ar 1.1 4'TABLE QTHIS SHEET Gm1do4 TM C-M 2-1 1314•114•MAX SHIM C o t• 23.61 1114' 1314'5/46'8bel UNnoon roul . LL •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. 1'J(WOOD SUCICSTRIP. SEE NOTE 2,THIS SHEET \`pNY LYNN •''': CONCRETE PER . �1CL-NSF•'�F•Q EMBEDMENT - ANCHOR INSTALLATION NOTES: :••'. ._4• .•�. ••�• y•` REQUIREMENT *' No.58705 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS• INSTALLATIONII • • �� 2.WOOD BUCKS DERICTED ON THIS S7X' SHEET AS .ARE BUCKS WHOSE TOTAL TM.CIW112• ESS IS LESS THAN 1- .D(WOOD SUCKS ARE EDGESLICKS STAT T 1�t 3 •:��` TYPE F t'�— 'TV.ANCHOR TYPE.EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOW SLIC KS DEPICTED AS'2X'ARE 1-W THICK OR GREATER dddfff STANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD SUCKS TO BE ENGINEERED 13YOTHERS ORASAPPROVED BYAUTHORITY HAVWO x\ SUBSTRATE, FLOR101`.•,•G��?� SUBSTRATE,SEE TABLE 6,THIS SHEET JURISaCTION. i��s�/•.......•��``� VERTICAL SECTION D-D I FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF ASIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 1/A ONQI . 1/r r 111"1 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.EJ138708 TYP.ANCHOR TYPE, 2X WOW SUCKSrRIP EMBEDMENT AND EDGE EMBEDMENT OR FRAMING,SEE ION INSTALLATION INSTALLATION DISTANCE PER SUBSTRATE, NOTE 2,THIS SHEET TYPE T TYPE K SEE TABLE 10.THIS SHEET EDGE EDGE INSTALLATION_ Q DISTANCE DISTANCE SHI11WM MAX EDGE DISTANCE • • V, 2X WOOD BUCKSTRIP 2X WOOD BUCKSTRIP +' RODUCr RSM VW • • •• ORFRAMNG,WE ORFRAMIN0,9EE �/ �lplyhiswithThoflaWa •••••• ••• NOTE 2,THIS SHEET NOTE 2,THIS SHEET ,,a� ��•R • • • ---TTT C/ ••••• •• • 1/4'MAX } TYP.ANCHOR TYPE,EMBEDMENT AND ccgplma lHo OI • 3 SHIM I — EDGE DISTANCE PER SUBSTRATE. • • SEI_TABLE 10.THIS SHEET MNi•i Dads Pradact . • 4 • • • 8 166060 • •••••• EMBEDMENT ••••• •••••� • •• I g EENT • • (IL ••••• ••••d�DATCIIRVEO FMME MEMBERS ONLY n • • • • 11-7/8.OF.MAX, � • • 11 —— EXTERIOR •••• • l+1 WINDOW •••• ••••• 4 11 £ • F�1� •• • •• VISIBLE LIGHT WIDTH = 6 N ' •••• • • 1/4'MAX.SHM4 IIVINDOW SUCK WIDTH-2.3/P ��""II a O r ••••• • • WINDOW SUCK WK }^ n • (On •••• �� N rn K VISIBLE LwHtr INSTALLATION HORIZONTAL SECTION E-E ; i Y8INDOW r TYPE L g W,NDOW � F BUCK t110,STEEL W O _, U' HEIGHT• SELF-DRILLIN SMS Z d 2 $ O a THIS SHEET `� r 4• TABLE I0: O FAp• Max.O.C. c0 Anchor 9ulxtrate Distance I 1� 2•iF Mir 13'Box Net P.T.Scutlwn Pine MO-4156 alir 1+►rs 2.1IF x.131•Common Nap P.T.Sadhem Pine -0.66 3/8' v Z 21 2-1/F x.148 NM P.T."3&Awn Plne G-.56 B' 3 O g 2X WOOD SUCKSTRtP EXTERIOR P.T.Sauthem Pins --G.65 11F v Moor OR FRAMING,SEES aQl Aluminum.6063-T6 min. 611 W M Z N10 x V Steel SorwP u NOTE 2,THIS SHEET V 1H8'A36 S1eN 6/1G I' O 6 U4•MAX SM 0.048' 18 Ga Si•Y StUd Gr.33 6/B' S G n° (SFE SEEPPEDRATEALUMINUM, 'MN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. W Z . STEEL FRAMING OR STEEL STUD. IL LL SEE SUBSTRATE PROPERTIES, Mpl vwp INSTALLATION _ TABLE 10.TII3 SHEET TYPE J EDGE DISTANCE INSTALLATION NOTES: : >fr NO,53705 EMBEDMENT TYP'MICHOR TYPE'EMBEDMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT/WD EDGE DISTANCE LIMITS. AND EDGE DISTANCE PER -L,•,-, SUBSTRATE,SEE TABLE 10,THIS SHEET 2.WOOD BUCKS DEPICTED ON THIS SHEET A8•I)r,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.1/2'.1X WOOD SUCKS ARE ,O'•• �. 't!'�� w` OPTKI4AL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'W ARE 1-Vy THICK OR GREATER. ��TO'•- ST E OF �(V` VERTICAL SECTION F-F INSTALLATION TO THE SUBSTRATE OF`WOOO BUCKS TO BE ENGINEERED BY OTHERS DRAB APPROVED BY AUTHORITY HAMO JURISDICTION. ;,•� •••.FLtJit10P.''C2��• 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF ASIZE TO PROVIDE FULL SUPPORT TO Ti1E WINDOW FRAME. �SS`ONA�,,``` 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TOWHOLE SYSTEM. A.LYNN MILLER P.E. PEA 58705 2X WOOD BUCKSTRIP ••— DISTANCE DGEOR FRAMING,SEE INSTALLATION TYPE M INSTALLATION EMBEDMENT NOTE 2.THIS SHEET INSTALLATION TYPE M FOR THIS INSTALLATION TYPE N EMS ENT METHOD ONLY, FOR THIS INSTALLATION ANCHORS MAY BE NO METHOD ONLY, �— iSMW •MORE THAN r OJ.^.. •• .� ANCHORS MAY BE NO EMBEDMENT •MORE THAN i O.C.•• 1X WOOD SUCKSTRIP,SEE 2X WOOD BUCKSTRIP NOTE 2,THIS SHEET PRODUCT'IL'NL+WBD • • ••• • O OR FRAMING.SEE a amp1YN3 wNh Uw Flo" •••••• • • NOTE 2,THIS SHEET potklim code 3.• 2.0 • • �t/4'14AX TYP.ANCHOR TYPE,EMBEDMENT AND Aeogtwce No ++ gooses •• 3 SHIM EDGE DISTANCE PER SUBSTRATE, ' _ •• 4 • • • GYP.ANCHOR TYPE. 9 Be TABLE 11,THIS SHEET �' ..,•.:. . • 00000• EMBEDMENTAND EDGE ••••• DISTANCE PER SUBSTRATE. • * •• SEE TABLE 1 t,THIS SHEET 3 ••••• •••••• • • • • • •• EBEDATCURVED EDGE a ••••• DISTANCE § RAME MEMBERS ONLY EDGE • • • •• •11-7/8"O.C.MAX. 7` •Y n DISTANCE n ••••• •�• •••• i CONCRETEJCh1U 11 •••••• PER ANCF1Ot '' 1 ••••�gNpppy •• REQUIREMENT q CONCRETECMU M • 0:00* 11 PER ANCHOR ^W • BUCK •• �_ vlsleLE LIGHT WIDTH• _� 6 REOUIREMEM A 3 HEIGHT. •• •• 1/6'MAX.SHIM ttt"""`�� WINDOW BUCK WIDTH-24W I ••••• •• • WINDOWBUCKWIDTH �� >-N •••• • J\/l VISIBLE INSTALLATION TYPED HORIZONTAL SECTION G-G z�go ? ' b Liam Lu HEIGHT- FOR THI$INSTALLATION (W� WINDOW 'METHOD ONLY, TABLE 11: Z O � •ot1 HEIGHT-BUCK ANCHM MAYBE NO 00 O L7 MORE THAN S'O.C. /Vpw Sub*&ft MM.Edge Ala EmhedmeM Ma O.C, p O y = 2-3,4• n DIetan" p G 0 -Z d� #12STEEL r1x«rta 410 ss Bow W53•T5rtdlL r—_ d SELF-DRILLING SMS A38 SteN J/3• 0.08Y• r do (CG5),SEP TABLE to Steel Or.33 min. 3/6' O w 18 Oe• 0• THISSHEETP.T.SWbun PNM SG-0.55 wir 1-318' r #12 0114 Slal Screw(G6) Akml E003-T5 min.- r 0.083'• r 2 O AJiSt"o 3W 0.085' r wel GYP.ANCHOR TYPE, EKrE 81.N 81 Or.33 min. 3/3• 0.045'18 Oe• r S z EMBEDMENT AND EDGE led CM ASTM CAO M/2' 1-V4• 12' DISTANCE PER SUBSTRATE, ,� 1/4.4tD 68 CnteFlex Z SEE TABLE 11,THIS SHEET COkrNs .3.35 k 1' 1JIr 12' MIAMI_ ConaMs APPROVED MULLION U.21 kN t• Ilw t6' 5 11•MAX SHM4 (SEE SE STEEL� NOIU,NG OR �ALIl1MINUD 1!a'steel IAnom CO^e�• U.Z.85 kN 2.112' 1JB• tr Z _jL CM ASAA C-00 2-V6' t-ira•. it tGnaded TM CAO 2-ttr 1-36'4• tr a LL SEE SUBSTRATE PROPERTIES, Consists ,J.b kN 1•V4' 1-314' 16' a yew ee• TABLE 111,THIS SHEET 5116'Steel UIN•aa11 INSTALLATION GmuledCMU"TM CAD 2-1r2 1-3tr 16' TYPE N !X Wood 2,THIS SHERIP, •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. G7 SEE NOTE Z,THIS SHEET Y ILYNN ''f• 'k:, INSTALLATION NOTES: 1��,o vGEN8�cM EMBEDMENT .. � .•r. 4 �' ;•�•. I.USE ONLY ANCHORSIiSTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. * No.59705 ,• ' 2.WOOD SUCKS DEPICTED ON THIS SHEET AS'tX•,ARE SUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-W.1X WOOD BUCKS ARE EDGE OPTIONAL ALLATION TO THE SUB TS RATEEOF WOOD BUCKS TO BE EENGINEEREDD DIRECTLY TO SOLID CONCRETE.V BY OTHHERS OR AS APPROVED ROVED BYEAUTHORITY HAVING i-IJr THICK OR EATER. .• STA ' f :•4(/�� DISTANCE JURISDICTION. �� VERTICAL SECTION H-H 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TOPROVIDE FULL SUPPORT TO THE WINDOW FRAME /st �`x ` 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION KDA APPLIES TOWHOLE SYSTEM. A LYNNtiIIII.L�R P.E. P.EJ557D6 ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE& EQUAL-LEG FRAMES FOR FIN FRAMES • 1'KODUCT REt,'BWED • • N caeaylyluFi allh th.Rorfd. •••••• • • •• �Aa�apu�rC,ce bNo � � j� • • ANGLED/GIRVED ANOLEDAXIRVED B FRAME ACgEM FRAME ASSEMBLY •• • PRAMBMSSEMBLY J FRAM ASSEMBLY � { • 10 • I • • • J i m ••%Lltoi • • J ALLCOr1NERSTO Ate ''Ill • USE GASKET •••AMOBDR SEAI.mf•�•• J /y AND)OR SEALANT • • J � I •••• : i•• r 'f J / EOUALd.EO FRAME a 'tea • • ••• • • FLANGE FRAME p a Q �1 • • A UAL-LEGF'RAME MITERED FRAME WITH OMMOR I MITERED FRAME WITH INTERIOR Qp •• • AND EXTERIOR FRAME WELDS I AND EXTERIOR FRAME WELDS O FLANGE FRAME (SHOWN)OR CORNER KEYS AT (SNOWN)ORCORNER KEYS AT z SCREW BOSSES.SEALANT AT ALL CORNERS SCREW BOSSES.SEALANT AT ALL CORNERS J �O Qr-) Q K 'ON W c QO 9 2.784• 2.764" 2.784' r z C.Z TABLE 12: .074' 087 1 .074 062 A74' Mr ICBM 1.378`1 1.376' � rggg # PGTPeR# DeacAptlon Material t�5. l O 1 42M Flanged Frame Num.9083.75 IAV �� J_� A38• 500 438• 3o 9 2 4866 EgwMrp Frame Alum.W83.76 •5w •o "AW � r�" .060'5100• 3 4259 Integral Fin From Akan.9083.76 J FLANGE FRAME 2 EQUAL-LEG FRAME 1.126• .Orr c z - 4 4265 7118'Lead.Gk+a Besding Alum.W03-75 O#42530,9083-T5 O #4285,6003-T5 B 4254 LG.Giros Goodnq Alum.8089.76 O FIN FRAME 6@ 4270 tnetdatian Fastener Ca•r Alum.GOMTb #4256,8093.75 LL m 9b 1 4224 11notaildonFostorwCover F40dPV0 +etkylww 11 70589C; Gooket(at OV TP24 18195 Weatherstraw ip Jews) Rex PVC,Durara b6+/•1 87�� .3A6• `.`��ZD�.`oE..F.... 13 Dow SW GE 7700 BNk:on•or Eguly. �6• �q'1` I 20 71552K Sel ft Block,Mono.3118"x 7119"x 4•' Neoprene,Duro.85+1-1 • Hyl.— ,060• = * No.93705 21 M04AK Setfklp Block,I.G.3116'x 1.3137'x4• Neoprene,Duro.86+/•1 A60' INSTALLATION 22 DJMK718 7MW DulaSal Spacer 7118"LAMI 7-0GLASS GLASS BEADING O BEADING FASTENER COVER gTA1 Zo #e x 1.114 FN EMS StafMaa Steel 4 #4256,8063-TS 5 94254,6063-TS 8a #4270,6083-T6 y��t` 30 1 781PDX INS x 1"'Quad PH SMS Stainless Steal A LYNN MILLER.PE. P.Ej W705 Legal Description: j Lot 15&Lot 16, Black 47 of MIAMI SHORES SECTION NO 1.,according to the plat thereof,as recorded in Plat Book 10, at Page 70,of the Public �I 9 Records of Dade County, Florida . I'd, lip -.. _WE 4780 5T_..aL-•-.-.- , NE 92ND ST moo:.:::. A3PW ALLEY.':: - ..... . ... '...'.'. .N ..... ..... ..R&M '.'. .. _ -'� 1 m L_: .. . - - 9.0 F.I.P. 1/2" ° n 40.15' 3 UP. 1/2" Certified to: Mark Campbell L I + I (NO I.D.) !0 �c RI o O (NO ID.) 4.0' 4.0' 5 13.80• 23.40' N-.._E—21 ST �I.-.9-..-T .0' /0.30' 3 9 .239.85' POOL / oB: TWO STORY CBS 8 116 2.1 9.,5RESIDENCE I'; /// N Community Number: 120652 #333 O H.F.F.E.-11.70 2.00• o SCALE: 1"=20' Community Name:VILLAGE OF MIAMI SHORES LOCATION SKETCH K GAR. EL:=10.27 0 4.25' / .. 26.55• 10J0' Panel: 302 NOT To SCALE 6-.111es m e 9.0' ,0.35' Suffix: L GENERAL NOTES: 0 4r 8.5' d 25.0• :7 Date of Firm Index: 9/11/2009 46 -LEGAL DESCRIPTION PROVIDED BY OTHERS. o s° 11•° 4.40 ° E Of Firm Zone: X -EXAMINATION OF THE ABSTRACT OF TITTLE WILL HAVE TO BE MADE TO DETERMINE � a v o RECORDED INSTRUMENTS, IF ANY, AFFECT THIS PROPERTY. p ° e Lioi_19 O Base Flood Elevation: N/A -THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT OR OTHER RECORDED Lr) ;� ENCUMBERANCES NOT SHOWN ON THE PLAT. 3 4.0• 1 5.0• (9 -UNDERGROUND PORTIONS OF FOOTINGS, FOUNDATIONS OR OTHER IMPROVEMENTS WERE 2 `so• cV NOT LOCATED. C4 m N °�� 0w TOPOGRAPHIC SURVEY -ONLY VISIBLE AND ABOVE GROUND ENCROACHMENTS LOCATED. 0'S0 m 0 L Nb -WALL TIES ARE TO THE FACE OF THE WALL 6.6' -FENCE OWNERSHIP NOT DETERMINED. o• 20.0' 0.35' Date of Field Work: 03/11/2011 -BEARINGS REFERENCED TO LINE NOTED AS B.R. 7'80: 67'e N Date of Completion: 03/21/2011 -BOUNDARY SURVEY MEANS A DRAWING AND/OR GRAPHIC REPRESENTATION OF THE SURVEY t�5^ 0 e s ,9 29.95 WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND/OR NOT TO Ti \ SCALE. ,o BENCHMARK INFORMATION -NO IDENTIFICATION FOUND ON PROPERTY CORNERS UNLESS NOTED. -NOT VALID UNLESS SEALED WITH THE SIGNING SURVEYOR'S EMBOSSED SEAL. g < $ Benchmark No : N-5683 -DIMENSIONS SHOW ARE PLAT AND MEASURED UNLESS OTHERWISE SHOWN. �1 -ELEVATIONS IF SHOWN ARE BASED UPON N.G.V.D. 1929 UNLESS OTHERWISE NOTED. o e Benchmark Elevation: 9.65 -THIS IS A BOUNDARY SURVEY UNLESS OTHERWISE NOTED. N 1.J V a -THIS BOUNDARY SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES .(� F.I.P. 112 0 F.I.P. 112 NAMED HEREON. THE CERTIFICATIONS DO NOT EXCEED TO ANY UNNAMED PARTIES. u. �`(NO I.O.) ;oo ,o.o (NO I.O.) Property Address: C3 _L �6. . 5'CSW 100.00 R&M ;. kti 4 T 333 N.E 92 STREET SURVEYOR'S CERTIFICATION: I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY IS A TRUE AND CORRECT REPRESENIA TION F A SURVEY PREPARED UNDER MY DIRECTION. MIAMI SHORES, FLORIDA 33138 THIS COMPLIES WITH THE MWI UM T HNICAL STANDARDS, AS SET FORTH BY THE STATE OF FLOF DA BOARD OF ROFE IONAL LAND SURVEYOR'S IN CHAPTER 61G17-6, 23.0'PARKWAY FLORIDA D IN 3TRATIVE CODE URS ANT TO 427.027 FLORIDA STATUES. is Survey No. S-9400 _....__... .. __. ............. .... .... _,....... .... ... _... 75'RIGHT-OF-WAY BY PLAT SIGNE FOR THE FIRM .... ........... ..... .... ............... .........°�.................... ......9._.... .... ------ �o• ..'.':.. .............. 19'1 ASPHALT PAVEMENT.... ... '.'..•sj.........'.'' ...'. MIGUE PINO A S.M. No.5101 STATE OF FLORID4 —" ". "` — — NOT L WIT 0 AN UTHENTIC ELECT IC SIGNATURE AND Ai;THENTICATZD .:'.:..... .'.�..... .- ELECT ONIC SE AND/ THIS MAP IS N VALID WITHOUT THE,SIGNATURE AND • • �:':: '.. ..:. N.E. 92nd STREET .... THE RIGINAL R ISED• L•OF•A LItEN U fOR•9MAPF:R. ...............i":...•.. .. .. ... .. ..... ... .............................................. • •• • • • • % .. ... .. . . ..• �'tv�I�IJEL�SPfIVO��, •'• ••• ,�D 31JW. EYtN1$, INC. ,a • •• :0 ; ; • •; ; ; :10665*S!N.: 1.'9g1=1 S'rRjjT �UITE 3210 ••• • ' • ••• • �•� :•• MIAW, FI!ORIDA'33f11 PHONE: (305) 262-2992 • • FAY: j3D5,1 974 -41W3 • ' 00* 0' • • • • wwN.elpinpsplQndssrve:ing.com L.B. 6463 off ... . • . . . . . . . . . : . . •..•.• . . . . . . . . . ... . . . . ... . : P:. : : ; 000 0 fee • . ... ... • 000 000 0*0 0 ::: :0: : : 0 0 0 so 0 : : :*o :0 o :0 0 0 0 0 0*0 000