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WS-16-3023 (2) ° Miami Shores Village M 9 { �B17ri` T�p�i�� q t! 10050 N.E.2nd Avenue NEzI M 4N lI hopl� . Miami Shores,FL 3313&0000 ? 1'� •`tib�, +" Phone: (305)795-2204 s r23� @l7?l4ii� o � a� Expiration: 06/2612017 Project Address Parcel Number Applicant 10433 NE 6 Avenue 1122310120180 Miami Shores, FL Block: Lot: CAROL INVEST USAIN C Owner Information Address Phone Cell CAROL INVEST USA INC 990 BISCAYNE Boulevard MIAMI FL 33132- 990 BISCAYNE Boulevard MIAMI FL 33132- Contractor(s) Phone Cell Phone Valuation: $ 0.00 JOSEPH S ROBBIO INC (954)663-6743 ....... :._ .._ _.w._ _..: Total Sq Feet: 0 Type of Work:INSTALL HORIZONTALL ROLLER AND FRON Available Inspections: No of Openings:2 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due DBPR Fee $0.00 DCA Fee Invoice# WS-11-16-61922 $0.00 11/29/2016 Credit Card $ 154.00 $50.00 Permit Fee $120.00 Revision Fee $75.00 11/03/2016 Credit Card $50.00 $0.00 Scanning Fee $9.00 Total: $204.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that a will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the abov a work stated. November 29,2016 Authorized Signature:Ownericant / Contractor / Agent ate Building Departmen/ Copy November 29,2016 1 Jami Shores Village NOV ®3 Building Department �S 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 BUILDING Master Permit No.RC-6-16-15* PERMIT APPLICATION Sub Permit No. l -3023 ®BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION E]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION FX-1 SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 10433 N.E. 6 Ave. City: Miami Shores County: Miami Dade zip: 33138 Folio/Parcel#: 11-2231-012-0180 is the Building Historically Designated:Yes NO— X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Carol Invest, USA Phone#: Address: 990 Biscayne Blvd. Suite 801 City: Miami State: Florida zip: 33132 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name:Joseph S. Robbio, Inc Phone#: (954) 663-6743 Address: 9400 S. Meadows Circle city: Miramar state: Florida zip: 33025 Qualifier Name: Joseph S. Robbio Phone#:(954)663-6743 State Certification or Registration#: CBC 059462 Certificate of Competency#: DESIGNER:Architect/Engineer: Victor Bruce Phone#: Address: 370 N.E. 101 St. city: Miami Shores State:Fl. zip:33138 Value of Work for this Permit:$ no additio11a)Cost--. Square/Linear Footage of Work: Type of Work: ❑ Addition K Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Install horizontal roller and front door with sidelite as shown on plans, Submitting NOA's 3 A 4 Specify color of color throe tile: Submittal Fee$ �'� Permit Fee$_ CCF$ CO/CC$ Scanning Fee$ _ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ L OD 40 (Revised02/24/2014) Bonding Company's Name(if applicable) N/A Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) N/A Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING., CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Stelfan's B ogna (Se tary Joseph S. Rob Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this IG day of ®Ci®)oey 20 )- by Iq day of 0C,*01o97—V' 20 1(_0 by Gilef:�2a1 NG 12�o)c3nrG� who is pe sonally kno to 15•�Ac)b10�0 ,who is ersonally know to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: Luc'n ck C—t. 5,A is Seal: Seal: _ t►�fP�a•. �a►±w......: LUCle��s A G ISASI _ '` " LUCIA ISASI '� '' MY COMMISSION#FF182828 t' *s MYC0< °°axl '�E #J�kB@ittt$ eKs>,a :x # xs! `e °67(l? S o........ EXPIRES Decem 10,2018 (407)39"153 FloddallotaryService.com (407)31Wa1 Floridallot A Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) L 2IN _64 0 000 0 0 0 q MIAM NOV 0 3 20% 1-1) E COUNTY 090 ": .:PRPVUCT CONTROL SECTION WD - DEPARTMENT OF REG:� OMIC 0 O*CfSZRtR)@. 0 : : U805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION ZD ..;'. .%(?%Y315-2590 F(7W315-2599 NOTICE OF ACCEPTANCE (NOA) www-miamfdadeg0L/UonomX_ PGT Industries,Inc. :00 ... 1070 Technology Drive 0 :0 0. 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 Nfiarni 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.- DESCRIPTION: Series"IB 710"Aluminum Horizontal Rolling Window-L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11,dated 02/28/06,with revision G dated 05/05/16,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance iofthis product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA,shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-0519.09 and consists ofthis page I and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.16-0714.13 Expiration Date: December 21,2021 Approval Date: September 01,2016 811,(0 Page 1 ••• • • • ••• • • • •• •• • • • •• •• • • • • • • • • • • ••• • • • • ••• • • 00 • •• •00 • • •• •• •• • • • • • • • • • ••• • • ••• ••• :0. ••• •• • • • •• • •• • • • • ••• • •• ••• • • • • • •• ol 11 Aa .4 n• r tj a % % • • ••• • • • ••• •• • • • •• • • • • • • • • • • • PGT Industries.Inc. "' ' ' ' ••• NOTICE OF ACCEPTANCE: .:EVIMME S[MMZTED . . . . . . . . .. ••• ••• • • ••• • A. DRAWINGS 1. Manufacturer`s die drawings and septibis.• • " "' •• (Submitted under NOA's No. 07-081f.40;r d DGA403'06)' 2. Drawing No.4127-10,titled"Alum'4o;i t;4 Bier Window,Impact", sheets 1 through 11 of 11, dated 02/28/06,with revision G dated 05/05/16,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. 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-up drawings and installation diagram of a PVC sliding-glass door, a PVC fined window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Duraseal®spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FT1 -8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FT1-5330,dated 07/18/07,signed and sealed by Carlos S. R.ionda,P.E. (Submitted under NOA No. 0 7-081S.09) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 ..4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL4858,dated 03/08/06,signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.06-0405.06) Manuel Per E. Product Control E er NOA No.16-0714.13 Expiration Date: December 21,2021 Approval Date: September 01,2016 E-1 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . PGT Industries,Inc. ••• ••• NOTICE OF ACCEPTANCE:RVTDMCE SU MIrMD • . . . . • ... ... . . ... . B. TESTS(coN uimD) 4. Test reports on: 1)Air Infiltration Test,pe;Fj3C,ftSO-202;94 2)Uniform Static Ai1.Pres&u1e:I'dst•L•oadinpoper FBC TAS 202-94 3)Water Resistance ifest,per-fBt,0-TX9 202 94 ..4)Large Missile Impact Test per FBC, TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-4859,dated 03/08/06,signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-51 Edition(2014),dated 05/14/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.09) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. Manuel a z, Product Control E min NOA No. 1 .13 Expiration Date: December 21,2021 Approval Date: September 01,2016 E-2 . ... . . ... % .. . . . % .. . . . . . . . . . . . PGT Industries,Inc. ••• ••• NOTICE OF ACCEPTANCE:EVIDENCESUWxED .. F. STATEMENTS 1. Statement letter of conformance, cQft1 y>ig.VVjtlt FBV V LMidon (2014), dated May 16,2015,issued by manufacturer, siggeJ anc�soaled*bY'A.V Miller, P.E. (Submitted under previous NOA Nb'15-051 Q09) • 000 •• 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A.Lynn Miller,P.E. (Submitted under previous NDA No. 15-0519.09) 3. Laboratory compliance letter for Test Report No. FTL-5330,issued by Fenestration Testing Laboratory,Inc.,dated 07/18/07, signed and sealed by Carlos S. Rionda,P.E. (Submitted under NOA No. 07-0815.09) 4. Laboratory compliance letter for Test Reports No. FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 06-0405.06) 5. Proposal No. 16-0125 issued by the Product Control Section,dated March 09,2016, signed by Ishaq Chanda,P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.09,issued to PGT Industries for their Series "HR-710"Aluminum Horizontal Rolling Window-L.M.I., approved on 07/09/15 and expiring on 12/21/21. Manuel Per , Product Control Exa ' r NOA No.16-0714.13 Expiration Date: December 21,2021 Approval Date: September 01,2016 E-3 GENERAL NOTES:IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW STANDARDS USED: :2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2).FOR INSTALLATION ABOVE 30 FT,GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. •ASTM E1300-00 :ANSVAFSPA NDS-2012 FOR WOOD CONSTRUCTION A.5/18"LAMI CONSISTING OF(2)LITES OF 118"ANNEALED GLASS WITH A.090'"PVW INTERLAYER. •ALUMINUM DESIGN MANUAL,ADM-=0 •AISISIOD-07/82-2010 B.5/18"LAMI CONSISTING OF(1)LITE OF 1/8'ANNEALED GLASS AND(1)LITE OF 118'HEAT STRENGTHENED GLASS WITH A.090'?VB"INTERLAYER. C.5118'LAMI CONSISTING OF(2)LITES OF 1/8'HEAT STRENGTHENED GLASS WITH A.090' PVB"INTERLAYER. D.7118"LAMI CONSISTING OF(2)LITES OF 3/18'ANNEALED GLASS WITH A.090""PVW INTERLAYER. E.7/18"LAMI CONSISTING OF(1)LITE OF 3118"ANNEALED GLASS AND(1)LITE OF 3/18"HEAT STRENGTHENED GLASS WITH A.090'"PVB"INTERLAYER. F.7/18'LAMI CONSISTING OF(2)LITES OF 3118"HEAT STRENGTHENED GLASS WITH A.DW'PVB"INTERLAYER. NOA DRAWING MAP SHEET G.13/18"LAMI IG:(1)LITE OF 1/8"OR 3/18"ANNEALED(MIN.)GLASS,5118"OR 3/8"AIR SPACE AND 5118"LAMI GENERAL NOTES.............1 CONSISTING OF(2)LITES OF 11W ANNEALED GLASS WITH A.090''PVW INTERLAYER. GLAZING DETAILS............2 DESIGN PRESSURES.......3 H.13/1 S"LAMI IG:(1)LITE OF 1/8"OR 3118"ANNEALED(MIN.)GLASS,5/18"OR 3/8"AIR SPACE AND 5/18'LAM]CONSISTING OF(1)LITE OF 118"ANNEALED GLASS AND(1)LITE ELEVATIONS.....................4 OF 1/8'HEAT STRENGTHENED GLASS WITH A.080"'PVB"INTERLAYER. VERT.SECTIONS.............5 HORIZ.SECTIONS............5 I.13118"LAMI IG:(1)LITE OF 1/8'OR 3/18"ANNEALED(MIN.)GLASS,5118"OR 318"AIR SPACE AND 5118"LAMI PARTS LIST.......................S CONSISTING OF(2)LITES OF 11W HEAT STRENGTHENED GLASS WITH A.090""PVS'INTERLAYER. EXTRUSIONS....................7 CORNER DETAIL..............5 J.13/18"LAMI IG:(1)LITE OF 118"OR 3118"ANNEALED(MIN.)GLASS,3/18'OR 1/4"AIR SPACE AND 7115'LAM[ ANCHORAGE....................8-11 CONSISTING OF(2)LITES OF 3/18"ANNEALED GLASS WITH A.090°'PVB"INTERLAYER. K.13118"LAMI IG:(1)LITE OF 118'OR 3118'ANNEALED(MIN.)GLASS,3/18"OR 1/4"AIR SPACE AND 715'LAMI CONSISTING OF(1)LITE OF 3118"ANNEALED GLASS AND(1)LITE OF 3(18'HEAT STRENGTHENED GLASS WITH A.090'"PVB"INTERLAYER. L.13118"LAMI IG:(1)LITE OF 1/8'OR 3/18"ANNEALED(MIN.)GLASS,3(18"OR 1/4"AIR SPACE AND 7118"LAM] CONSISTING OF(2)LITES OF 3118"HEAT STRENGTHENED GLASS WITH A.0W'PVB"INTERLAYER. 2.CONFIGURATIONS:OX,XO,XOX ••• • 3.DESIGN PRESSURES:(SEE TABLES,SHEET 3) • • • • A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. •••••• i••••• ...... B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. • •••• 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. •••••• •••• • • 5.SHUTTERS ARE NOT REQUIRED. PRlCItRBVIS6D •••• ••••• � wA6vMB6onlda • • • ••••• • 8.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. m1d6� •••••• 7.REFERENCES:TEST REPORTS FTLAS58,FTL-4859 AND FTL-5330. • • ELCO TEXTRON NOA'S • • ANSI/AF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL • • i •• • • • S.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY •• • •••• • • HURRICANE ZONE(HVHZ). I �;• • 9.FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. "PVB"_.090"BUTACITE®PVB INTERLAYER BY KURARAY AMERICA,INC. � 1e0 ADDED SPACERS TOSNEET2 � 107NC;='CNOLFODGENERAL NOTES t .. �' .• ,' ALUM.HORIZONTAL ROLLER WINDOW IMPACT P.O.BOX 1528 beA �rt �f y" DaftNOKOMIS,FL 34274 y(s(bjy Better A L1'PdA01ER P.E. FJC 22M Vft JJ. 3 1Z.- NTS � d 11 4127-�0 G .E.1Z 68705 2X1,r2- 21 50 Part III Description Material 78 Kommelling 4SG TPS Spacer System M. 12'NOM. 76 Quanex Super Spacer nXr with Hot Melt ButylSee this ITE GLASS BITE Sheet for 77 Quanex Dumseel Spacer Materials -7 78 Cardinal X_Edge Spacer ,62 51 63,64,65 ER 7, &ag7o iLLEDORHEATSTRENOfHENEDGLASS 3178'ANEOR HEAT 8TRENOTFffN®CdA,4,9INIE L AYER .090 PVS INTERLAYER EALED OR HEAT STRENGTHENED GLASS 3118'ANNEALED OR HEAT STRENGTHEED GLASS H. 7H8'LAMINATED 5/18°LAMINATED GLASS 7/18'LAMINATED GLASS FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A c]EXTERIOR INTERIOR[ TEMPERED I.G.GLASS CAP. BOTH THE DP AND ANCHOR (ALL SECTIONS) °KURARAY BUTACITE QUANTITY TO REMAIN j PVBINTERLAYER UNCHANGED. or i 21 50 21711W 50 SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 75-78 12°NOM. 2'NOM. j 59 GLASS SITE LASS BITE { 52 66,67,68,69,70,7172,73,74,76,76,77 118'ANNEALED OR HEAT STRENGTHENED GLASS118'ANNEAL®OR HEAT STRENGTHENED GLASS PV8 INTERLAYER 118.ANNEALED OR HEAT STRENGTHENED GLASS .090 6'ANN=ALED OR HEAT STRENGTHENED GLASS • • I 8118'LAMINATED LAMINATED •••••• 11— 6118'OR 318'AIRSPACE 11V OR V4'AIR SPACE118'OR 3118'ANNEALED OR TEMPERED GLASS78'ora118'ANNEALEDORTEMPEREDGLASS13118'NOM. 3118'NOM. •• • • • • •••••• • 13!16"LAMI IG GLASS W/5J18'LAMI 13/16°LAMI IG GLASS W/7118"LAMI •••••• • •••••• :Goes: ••G• •••• • j ALUMINUM • • • • REINFORCEMENT •••• ••••• SILICONE STRUCTURAL HOT-MELT BUM POLYISO- DESICCANT FILL AREA PREISUC}RHVISBD f SILICONE BUIYLENE 5/18°NOM. �o • •••••• ` STRUCTURAL 3118"NOM. 5118'NOM. SEAL ' „(� • POLYISOBUTYLEN 1/4'NOM. FOS SUM& SILICONE SEAL 'l •••••• W� DESICCANT ROLL-FORMED • f WITH DESICCANT DESICCANT FOAM STAINLESS STEEL • • I • EXT.GLASS EXT.GLASS EXT.GLASS °�` • •••••• EXT.GLASS •• •• INT.GLASS INT.GLASS INT.GLASS INT.GLASS .... :,f I! fdif_ �•�_ • KODISPACE SUPER DURASEALO XL EDGE f1e 7B 4SG TPS SPACER®NXT 7e SPACER SPACER 7. �' ►�t11b I A BLAB G AOM SPAM. GLAZING DETAILS R.Ow aft Wiwi bi& 1070 TECHNOLOGY DRIVE L " N.VENICE,FL 34275 PA.BOX tri � ALUM.HORIZONTAL ROLLER WINDOW,IMPACT 0� NOKOMI8.FL 34174 vfti*Amw G'r°4ie °� err or°r° A L1'N1V�t+�11LL�R,P.E FA 2/2M J.L 32M I, Ful 2 a 19 4127-10 G P.E a Bg7oB TABLE 1. XOX(1/4,112,1/4)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FW WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 318" 48" >30 818" 84" 80" 83" 84" A,B,G,H +60.0 50.0 1 +60.0 -60.0 +60.0 50.0 +60.0 50.0 +60.0 -60.0 +60.0 -s0.0 +60.0 -w.0 +60.0 1 -60.0 Be" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60,0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 50.0 +58,8 -58.8 +56.2 , -56.2 FOR INSTALLATION IN 108 3187 A,B,G,H +60.0 50.0 +60.0 1 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 50.0 +60.0 -60.0 +55.2 -65.2 +52.31 -52.3 THE HVHZ ABOVE 30 108" A,B,G,H +60.0 -60.0 +60.0 1 -60.0 +60.0 -60.0 +60.0 50.0 +60.0 50.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 FT,GLASS H TYPES G- L SHALL HAVE a 111" A,B,G,H +60.0 -60.0 +60,0 -80.0 +60.0 -60.0 +60.0 .0 +60.0 50.0 +59,5 59.5 +53.6 -53.6 +50.9 -50.9 TEMPERED I.G.GLASS CAP.BOTH THE DP UP TO 111" C,I +60.0 -60.0 AND ANCHOR UP TO 111" D,E,F, QUANTITY REMAIN +75.0 -75.0 J K,L UNCHANGED. TABLE 2. XOX(113,1/3,113)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 63" TO Be 7116" A'B'C' +60.0 60.0 G,H,I TO Be 7118" D,E,F, J,K L TABLE 3. • • OX AND XO FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W1 SAME DLO ARE 1"SMALLER) . •. ;••••• •••••• • • • . . • WINDOW GLASS WINDOW HEIGHT •• . •••••• • WIDTH TYPE 26" 38" 36318- 48" 60 818" 84" 60" 83" 690006 • 666406 • 80" A,B,G,H +75.0 -75.0 +76.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 75.0 +75.0 -75.0 +75.0 -76.0 • 0:0000:• or A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 75.0 +74.2 -74.2 +70.2 -70.2 •••• •••• 72" A,B,G,H. +76.0 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 75.0 +69.6 -69.6 +65.2 -65.2 00000 with 6.FWV • • 74" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -76.0 +75.0 -75.0 +75.0 75.0 +68.1 -68.1 +63.8 -63.8 ' / 00*000 ••••• UP TO 74" C,D,E,F, +75.0 -75.0 Dw • •• I,J,K,L I y • GLASS TYPES:TEST REPORT FTL-4858(XOX),FTL-4859(OX&XO)AND FTL5330 •• • • A.5/16"LAMI-(1/8 A-090,118'A) G.13116"LAMI IG-1/8"OR 3116"A(MIN.),5/16"OR 3/8"AIR SPACE,5/16"LAMI-(1/8"A,.090,1/8"A) •••• • •••••• B.5/16"LAMI-(1/8"A-090,1/8-HS) H. 13/16"LAMI IG-1/8"OR 3116"A(MIN.),5/16"OR 3/8"AIRSPACE,5/1S"LAMI-0/8"A,.090,1/8"HS} y�.,. • C.5/16"LAW-(1/8"HS,.090,1/8"HS) 1. 13116"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 318"AIRSPACE,5/16"LAMI-(118"HS,.090,1/8"HS) D.7/16"LAMI-(3(16"A-090,3116"A) J.13116"LAMI Ki-1/8"OR 3/16"A(MIN.),3116"OR 1/4"SPACE,7/16"LAW-(3/167A,.090,3(16-A) E.7/16"LAMI-(3(16"A,.090,3/16"HS) K. 13116"LAM[IG-1/8"OR 3/16"A(MIN.),3116"OR 1/4"SPACE,7/16"LAMI-(3116-A-090,3116"HS) _ F.7/16"LAMI-(3/16"HS,.090,3/16"HS) L.13/16"LAMI IG 1/8"OR 3/16"A(MIN.),311W OR 1/4"SPACE,7/16"LAMI-(3/16"HS,.090,3/16"HS) a 6 j�Pl 1070 TECHNOLOGY DRIVE P -�- DESIGN PRESSURES -N.VENICE,FL 34275 7� - M.ww am P.O.BOX 1520 ALUM.HORIZONTAL ROLLER W/NDOW,IMPACT NOKOMIB.FL 34274 �t � 2,c A LYNN M&LER P.E. FX Ytstbh rata NTS 3 s 11 4127-10 G P.E#55706 273!6• 27 27 MAX.DLO 54 5116'MAX.DLO FDCED MAX.DL DLO MAX.DLO VENT VENT FIXED D D ifs 1 B B B B X O X x 0_ _ _ II Ir 85 7H6"MAX WIDTH I.F.FRAME-+� 110'MAX.WIDTH I.F.FRAME---�^I 111•MAX.WIDTH FLANGE FRAME 7/16"MAX.WIDTH FLANGE FRAME DETAIL B-XOX(1/4-1/2-1/4) DETAIL C-XOX(1/3-1/3-1/3) NOTE: 33 9/16'MAX, 33 9/16'MAX. 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. DLO FIXED C DLO VENT W MAX. SEALANT OR GASKET e;; a FLANGE AT HEAD AND SILL A I A FRAME • • ALL 15 • • • •••i•• CONFIG. •••• i :00-:- DLO • •• MAX316" M / A PRODUCT th ••••••• •••••• Dlo ALL —— 15 I.F.FRAME nw�PN�•x DLO ALL I VENTS ®�taa�eo 1 -O • • FIXED 82"MAX. f •••••• LITES I.F.FRAME •4•• • • IALL O X CONING. n Prodaet • 00:96• 00 so 00 00 1 13 FLANGE FRAME •• C :. •�•••a • • 73'MAX.WIDTH I.F.FRAME�I VIEW D-D i 0•• • •••••• 74"MAX.WIDTH FLANGE FRAME -{ (FRAME CORNER CONSTRUCTION) •• • •'.` • • DETAIL A-OX OR XO 1076 TECHNOLOGY ORNE ELEVATIONS N.VENICE,FL 34276 . P.O.aox 1689 ALUM.HORIZONTAL ROLLER WINDOW,IMPACT NOKOMIS,FL 34274 $8mr A.LYNN Mn i PR P.E FX asaww�� 0 NTS 4 m 1f ��4127--f0 G P•E•ose7M INTERIOR 37 32 35 22 39 NEXTERIOR 22 16 INTERIOR 13 21 MAX.VENT DLO MAX.FIXED DLO — MAX. DLO MAX.WIDTH(FLANGE FRAME) EXTERIOR 19 SECTION B—B 17 (HORIZONTAL SECTION—XOX SHOWN WITH FLANGE FRAME) Max. INTERIOR 17 35 32 37 39 HEIGHT FLANGE FRAME MAX. VENT DLO Q 16 MAX FIXED DLO f 22 I 1� MAX.FIXED DLO MAX.VENT DLO 43 + MAX.WIDTH(I.F.FRAME) 21 EXTERIOR SECTION A-A olo (HORIZONTAL SECTION—OX SHOWN WITH INTEGRAL FIN FRAME) • • 24 • • • • e••••• • • • 8 22 21 41 22 PoWAISF VISED .:000:0 ••••i• as c pl"whh the H mms OIL 12 24 EXTERIOR INTERIOR �e • • 7 12 �, • ••••• • • • • • • •• •• •• •• ••••0e EXTERIOR INTERIOR ;7 �•;•��.• • • • • 10 42 .e •414,0_: • • SECTION GC SILL HEAD f4 • y (VERTICAL SECTION,FLANGE FRAME) (VERTIC) N,I.F.FRAME) (VERTICAL SECTION,I.F.FRAME) .� 1070 TECHNOLOGYORNE P -�- SECTIONS N.VENICE,FL 3427s ALUM.HORIZONTAL ROLLER WINDOW,IMPACT P.O.BOX 7828 ii;:�Jj- NOKOM16.FL 34274 T7�q(*Betwr A LYNN MILLER P.EFIG 9 F8i770 Helf 1 5 d 11 4127-10 Q P.E.S 88708 ITEM DWCW REV DESCRIPTION MATL PGT# ITEM DWG#IREVI DESCRIPTION MAIL PGI•# 1 4102 A FLANGE FRAME HEAD 6063-T6 AL 612237 66 GLASS 13/16"LAMI I&I/8"A . MrAIR SPACF,5116"LAMI 1/8"A .090 PVB,1/8-A) 2 4025 SASH STOP(STD) ANTI LLFT CUP) 6063-T5 AL 612244 67 13/16"LAMI IGI/8"A 0,11N.1 3/8"AIR SPA 5116"LAMI 1/8"A .090 1/8-HS) 3 #8 X 3/4 PH.PAN HEAD 7834AA 68 13/16"LAMI I&1/9"A OWN).3/8"AIR SPACE,5116"LAMI(1/8"HS .090 PVB,1/8"HS) 4 4053 SASH STOP COVER(SASH STOP) 6063-T5 AL 69 13116"LAMI 10-3/16"A(MIN.).5/16"AIR SPACE,5/16"LAMI 1/8"A,.090PVB,1/8"A) 6 4136 FLANGEFRAME SILL 6063-T6 AL 64136 70 13116"LAMI I0-3/16"A(MIN.),5/16"AIR SPAC$5116"LAMI VrA,.090PVB,VrIJS 7 4137 ISILLADAPTOR 6063-T6 AL 64137 71 " 13116"LAMI IG-3116"A(MIN. 5/16'AIR SPACE,5/16"LAMI(ll8"HS,.090 PVB,1/8"HS 8 4131 ROLLERTRACK 6063-T6 AL 64131 13/16"LAMI10•1/rA U4"AIRSPACE,7/16'LAMI(3116-A,.090PVB,3/16"A 10 71298 WEEP HOLE COVER POLYPROP. 71298 TJ 13116"LAMI I41/8^A(MIN. 1/4'4"AIR SPA 7116 LAMI(3/16-A,.090 3U16"HS 12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 "74 13116"LAMI I0•ll8"A O&N.),1/4"AIR SPACE,7/16'LAMI(3/16"HS,.090 PVB,3/16"W13 4002 A FLAN(�FRAMEJAMB 6063-TEAL 612225 75 " 13/16"LAMI IG•3/16"A ,3/16"AIR SPACE,7/16"LAMI(3/16-A,.090 PVB,3/16"A) " 76 13/16"LAMI I0.3/16"A(MIN.),3/16"Ant SPACE,7/16"LAMI(3116-A,.090 PVB,YI6"HS 14 4134 GASKET FORMAIN FRAME SILLJOINT 74134W/K 77 13/16"LAMI IGY16"A(MIN),3/16"AIR SPAM 7116'LAM[(3/16.11S,.090 PVB,3/16'HS) 15 1155 #8 X 1.000 qJAD PN.SMS 781PQA 90 1014 S(REEN FRAME OR&VER 3105-1114 AL 16 4110 G SCREEN ADAPTOR 6063-T5 AL 6411OG 91 1630 SCREEN COMER KEYW/RINGS POLWROP. 17 4054 B IFIXEDNIEEMORAIL 6063HD-T6 AL 64054A 92 1631 SCREENC.ORNERKEYW/OUTRINGS POL)TROP. 19 4066 WSTP.,187X.zi0 FINSEAL 64066G 93 1073 SCREEN SPRING ST.ST. 21 4105 SASH TOP&BOTTOM RAIL 6063-T5 AL 612240 --9F 1624 SCREEN SPLINE-.135 DIA.FOAM EM PVC 22 1683 W STP X.Z7OBACY,FIN SEAL 61683G 95 1635 SCREEN SPLINE-.135 DIA.HARD EM PVC 23 225-1 ROLLER HOUSING,&G IRDE 42112HD 96 SCRFEId CLOTH 24 226 BRASS ROLLER WHl&7S BRASS 7BRWH12 29 4128 HORIZONTALROLLFRSASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASH MEETINGRAIL 6063HS-T6 AL 64006 2.710 33 1235 WSTP..170 X.270 BACK,FIN SEAL 675160 35 1096SWEEP LATCH DF-CAST 71096 36 1016 #8 X.625 PH.FL.SMS 7858 37 4126 JSASHSEDERAEL 6063-TS AL 64126 2.82 38 1683 WSTP X.270 BACK,FIN SEAL 616836 39 7070 1BULBWEkTHERSTREP.197X 275 6M7CK 40 ILIFT RAIL COVER CAP 74078"C"LORR 41 4139 I.F.FRAMEHEAD 6063-TEAL 64139 I.F.FRAME HEAD • • 42 4140 U.FRAME SHS, 6063-T6 AL 64140 41 #4139,9093-T9 • • • •••••• 43 4141 I.F.FRAME JAMB 6063 T6 AL 64141 • • • • 50 GLAZING DOW 899 995 OR UTi�ALENT P o • v1s>� 00900• •• 51 1224 VDMaAZINGBEAD BULB CK 6TP247W �g +w •••••• 52 1225 VINYL GiLAZINGBEAD BULB CrHM 6TP24&K 2.784 n 16.© :so**: 53 4039 B GIAZINGBEAD-5116" 6063-T5 AL 64039B RP • • 54 4044 B (nAZAYCi BEAD-5/16"W/(ittII L KTT 6063-TS AL 644703 3.152 Gy 000 ••••• 55 4222 A (LAZING BEAD-7/16" 6063-TS AL 64222L • • 56 C GKAZIIG BEAD-7/16"W/G Rai KTT 6063-T5 AL 6985 .092 • ••• • ••••• 1.988 • • • • 59 4067 GAZING BEAD-13116" 6063-TS AL 64067 •• •• •• •• *sees* 6o SS 5/16"LAMI U8"A .090PVB,U8"A 43 I.F.FRAME JAMB • ,. • ' •• 61 5/16"LAMI 1/8"A .090PVB,ll8"HS #4141,6063-T6 • • • 's •••••• 62 " 5/16"LAMI U8"HS .090 PVB 1/8"HS • •+• • L • • 63 7/16-LAM 3/16"A .090PVB,3/16"A 2.710 �•�• i r •�••' �••••� 64 " 7/16"LAMI 3116"A .090PVB,3/16"HS I.F.FRAME SILL .• i 65 7/16"LAMI 3/16"HS,.090 PVB,3116"HS 42 #4140,90e i T9 g h �6 c.oe•= 1070 TECHNOLOGY ORNE PARTS LIST N.VENICE,FL 34276 t>« P.O.eox i6� ALUM.HORIZONTAL ROLLER WINDOW IMPACT OWn ir— NOMM19,FL 36274 Ver*away �"" �' •a.e Sr.�- A.LYNN MILLER P.E. Frt arrsrne rr. sx ;10 NT8 8 m 11 4127-10 G P.E.#56706 '062 --�{ 1.187 � 040 I .738 3. 52 I 0-1.443- 1. 73 ° O SASH STOP COVER 1. 73 T .062 3. 4 #4053.6063-TS 1.122 2.710-� O FLANGE FRAMEHEAD O HEAD 6 FLANGE FRAME SILL 7 FRAME SILL ADAPTER -�-2.784--{ #4136,6063-T6 O #4137,6063-T6 "� 1.363 .082 061 1. ei 7 062 13 FLANGE FRAME JAMB ---4-.062 . 2R #4002A,6083-T6 .490 L_=_j 437 1 1.403 T�►1.451+ " 1.46 O SASH STOP O HORIZ.ROLLER TRACK 17 FIXED MEETING RAIL #4025,6063•T5 #4131,6083-T6 #40546.8063HD-T8 ,062 2,791.183 -7f -T 082 1.167 2' 1. 9 e6718 • • �U -' j8 • • •••••• II1 • • • • L1.349+y --►{ 1.081 � 1.098 •• • • • • ,WSW SASH • so**** 21 SASH TOP&BOTTOM RAIL 32 SASH MTG.RAIL 37 SASH SIDE RAIL 53 GLAZING B 5/16" ffit �ne11.F> #4133,60133-T5 #4008D,8083H8 T8 #4126,6063-T6 #40396,6063.75 ante 4 ems• • • • V7mo I 1.050 • ••••• .876 .878 .678 Ria •• ••• •••i ••••.• 1.098 1'098 -� 1.115-�-� t�--�t-1.097 ••.•• • •• 54 GLAZING BEAD,5/16" 55 GLAZING BEAD 7/16" 56 GLAZING BEAD,7/16" 59 GLAZING BEAD,13/16" • •,__ ::,;i4;;, "•'•• #4044B,W63-T5 #4222A,6083-T5 119860,8083-T5 #4067,8083-T5 : • • • • (USED W/GRILL KIT) (USED W/GRILL KIT) • • •". : "' y •••••• �y 1b•• • R.w "F 0A. 1070 TECHNOLOGY DRFVE aTRU3/ONS N.VENICE.FL 34275 8 P.o.Boxlsn ALUM.HORIZONTAL ROLLER IMPACT en tem. NOKOh95,FL 34274 1/fs 6 getter s� O°"ftN' fir. A LYNN AAO.LER,P.E FX ? 1J 323m FrRl7o Haff 7 11 4127-10 (j P.Eq 6W08 ANCHOR QalANll-TIES XOX 1/4-1/2-114 WINDOWS TABLE4 NOTES: GLASS TYPES A,S.C,G,H,I GLASS TYPES D,E,F,J,K,L 1. ANCHOR TYPES: ANCHOR TYPE p 2.3.WOOD Z CONC 1,CONC 2,3,WOOD 2,CONC 1,CONC 1-114'ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX 3 412 STEEL SCREWS(G5) &SUSSTRATB S ZDNES ZONES ZDNES ZONES ZON to w ppwq 2.GLASS TYPES: FOR INSTALLATION IN THE HVHZ ABOVE 30 WINDOW SIIg HEAD 8 SILL HEAD 8 SILL HEAD 8 SILLHEAD 8 SILL HEAD 8 SILL: HEAD 8 SILL g A 5/18"LAMI-{118'A.090,118'A) FT,GLASS TYPES G-L SHALL HAVE A t ' <I B.5/16"LAMI-(1/8'A,.090,IV HS) C.5118'LAM[-(1/8°HS,.090,1/8'HS) TEMPERED I.G.GLASS CAP.BOTH THE OP AND 53.125 x 38.378 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 21 D.7116"LAM[-(3/16'A,.090,3118"A) ANCHOR QUANTITY REMAIN UNCHANGED. 48,000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+0.2+1 3 E.7/16"LAMI-(31161&.090,3/16'HS) 60.828 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 F.1318'LAMIIIG-"HS,.R3/1090, 6'AIS'(MI G.13/18'LAMI IG-1/8'OR 3116°A(MIN.),5/18"OR 3/8'SPACE,5/16"LAMI-(168"A,.090,1/8"A) 84.E 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 /+C2+1+C2+1 3 H.13/16"LAMI IG-118"OR 3/18"A(MIN.),5118'OR 368'SPACE,5116"LAMI-(118'A,.090,1/8"HS) I. 13116"LAMI IG-118'OR 3/18"A(MIN.),5/16"OR 318'SPACE,5616'LAMI-(1/8'HS,.090,1/8"HS) 60.000 ��+�l I+C2+1+C2+1 3 I+C2+1+C2+1 3 I+C2+1+C2+1 3 I+C2+1+C2+1 3 I+C2+1+C2+1 3 J.13116'LAMI IG-1/8'OR 3/16'A(MIN.),3116"OR 1/4"SPACE,7116'LAMI-(3/18"A,.090,3H8"A) 63.000 1+02+1+CZ+1 3 1 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1}3 K.13116"LAM[IG-1/8"OR 3/16"A(MIN.),3116"OR 1/4"SPACE,7116"LAMI-(3/16"A,.090,3/16"HS) 60.0W x 38.376 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+2+C2+1.2 L. 13118°LAM]IG-118"OR 3/16'A(MIN.),311W OR 1147 SPACE,7116'LAM[-(3118"HS,.090,3116"HS) 48.00 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1tC2+1+02+1 3 1+C2+2+C2+1 31 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 81628 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 HEAD 8 SILL: 101/2°MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C 2+1 3 1+C 3+2+C3►1 3 25 MAX.FROM CORNERS. JAMBS: 9'MMAAX.FROM CORNERS AND 22162'MAX.O.C. 63.0110 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+03+2+03+1 3 TABLE KEY: 74.011;0x 38.378 1+C2+2+C2+1 2 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 X O X 48.000 1+C2+2+C2+1 3 j 1+C2+1+C2+1 3 j 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+02+2+C2+1 3 1+C3+4+C3+1 3 ANCHOR QUANTITY PER JAMB 60.628 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 311+02+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 HEAD AND SILL ANCHOR QUANTITY. 64.000 1+02+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 311+02+2+C2+1.3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 A CLUSTER OF(3)ANCHORS CENTERED PLUS 60.000 1+02+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 AT EACH MEETING RAIL ABLE V) ANCHOR AT EACH OPERABLE VENT 63.000 1+02+2+C2+1 3 1+C2+1+C2+1 3 1+C3+2+C3+1 3 1+C:3+2+C3+1 3 1+C2+2+02+1 3 1+C3+2+C3+1 3 PLUS(4)ANCHORS AT FIXED SECTION. 84.0001 38.378 1+C2+2+C2+1 2 1+C2+2+02+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 (12)ANCHORS TOTAL AT HEAD AND SILT.. 48.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C2+1 3 (3"MIN.O.C.ANCHOR SPACING) 80.628 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+02+2+C2+1 3 1+C33+3+C3+1 3 64.000 1+C2+2+ +1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+02+2+C2+1 3 1+C2+2+C2+1 3 1+C4+3+CA+1 3 25 3/4"max C2 • • F--3-MIN. so •••••• 50.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+03+2+03+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+04+3+C4+1 30 ••• • 83.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C4+3+CA+1 3 9. F. X O X •• • • • • 106.375 x 38.378 1+C2+2+02+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 I+M+3+02+1 2 1+C2+4+C2+1 2 �QmO**wfth aw �••••• •••••• ��PI9N�P wUh dm FlaziBu 48.000 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C:2+3+C2+1 3 1+C3+4+C3+1 3 MTG.RAIL,TYP. $per lcp o j J • •••• WAS 1+02+3+02+1&31+0+�2+C20 +C23 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+4+C3+1 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS • 6�2/• • • 54.000 1+C3+3+C3+1 +C2 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C2+3+C3+1 3 1+CA+4+CA+1 3 (SHOWN IN TABLE KEY ABOVE) ev •• ••••• 50.000 1+C3+3+C3+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C3+3+C2+1 3 1+CA+4+CA+1 3 26 314'Max.63.000 1+C3+3+C3+1 +C2+2+02+1 3 1+04+3+04+1 3 1+C4+3+04+1 4 1+04+3+C4+1 3 1+08+4+06+1 3 •• ••• •••• ••••:• 1 1/2"TYP. • 111.WOz x.378 1+02+3+02+1 2 1+C[+2+02+1 2 1+C2+3+02+1 2 1+G2+3+C2+1 3 1+02+3+02+1 2 1+02+4+02+1 2 r1I�-3"MIN. •••• • • • 48.000 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+03+3+03+1 3 1+C2+3+C2+1 3 1+C3+4+C3+1 3 J- • • 9"REF. •._ •' • •••••• X 41••M• 80.628 1+02+3+02+1 3 1+02+2+02+1 3 1+03+3+03+1 3 1+03+3+03+1 3 1+03+3+03+1 3 1+03+4+01+1 3 X O� _� � • • • • 84.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+03+3+03+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+4+C4+1 3 �. • • •••••• 110.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3,1+r4+ 4 9+03+3+03+1 3 1+04+4+04+1 3 MTG.RAIL,7YP. - b•• 83.000 1+C3+3+03+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C4+3+04+1 3 1+C8+4+C8+1 4 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS ,0MTECHNOLOGYoNNE P -�- SPACING XOX 9/49/2-9/4 - - N.VENICE,FL 34275 m P.O.BOX I= ALUM.HORIZONTAL ROLLER WINDOW IMPACT EUt NOKOML4,FL 34214 1/w*$ate. bd�t A LYNN MILLER P.E. RK 1128/05 1J. 9/13105 z; NTS 9 d 11 4127-10 G RUSS= ANCHOR QUANirm XOX IM-10-113 WINDOWS TABLES NOTES: GLASS TYPES A,B,G,H GLASS TYPES C.D.E.F.IAK,L ANCHOR TYpB 2,3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONC 1,CONC 1. ANCHOR TYPES: &SUBSTRATE ZONES ZONES ZONES ZONES ZONES 2DNES 1-1/4"ELCO TAPCONS 2-114"ELCO SS4 CRETE-FLEX 3412#12 STEEL SCREWS(G5) M1+C2+1+C2+1 0333 ,n q w 4D2.GLASS TYPES: WBCDOW SIZEILL HEAD&SILL HEAD&SILL HEAD&SILL HEAD&SILL HEAD&SILL A.5118-LAM[-(1/8'A..090,118"A) FOR INSTALLATION IN THE HVHZ ABOVE30v B.5118'LAMI-(1/8-A,.090,1/8-HS) FT,GLASS TYPES G-L SHALL HAVE A 46.000x 38.378 +1 2 1+C2+1+C2+1 2 1+C6+1+C2+1 2 1+C2+1+C1+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 C.5116'LAMI-(1/8'HS,.090,1/8-HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 48.= +1 3 1+C1+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 D.7/16"LAMI-(3/18'A,.�,3118'A) ANCHOR QUANTITY REMAIN UNCHANGED. 50.6'25 +1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+CZ+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 E.7/18"LAMI-(3/18"A,.090,3318"HS) F.7/16"LAMI-(3/18"HS,.090,3/18°HS) 84.000 +1 3 1+02+t+q+1 3 1+02+1+02+1 3 1+02+1+G2+1 3 1+02+1+02+1 3 1+02+1+02+1 3 G.13118°LAMI IG-1/8"OR 3/18-A(MIN.),5116"OR 318"SPACE,5/16"LAMI-(118-A,.090,1/8°A) 60.000 +1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 H.13118"LAM]IG1/8"pR 3116'A(MIN.),5118"OR 3/8'SPACE,5/18"LAMI-(1/8"A.090,1/8°HS) I. 13118"LAMI IG-1/8"OR 3/18"A(MIN.),5/18"OR 3B"SPACE,5116'LAMI-(1/8°HS,.�,118°HS) 63.000 +1 3 1+436+1+63+1 3 1+C2+1+C2+1 3 1+CZ+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 J.13118"LAM[IG-1/8"OR 3/18'A(MIN.),311W OR 1/4-SPACE,7118"LAMI-(311("A-090,3116-A) 53.125 x 35.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+12+1 21 K.13/16"LAMI IG-1/8"OR 3/18"A(MIN.),3116"OR 1/4-SPACE,7/16"LAMI-(3M6"A,.090,3H6"HS) 46.000 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+(2+1 3 1+C2+1+C2+1 3 L. 13/16'LAMI IG-116"OR 3116-A(MIN.),3118'OR 1/4"SPACE,7116"LAM[-(3116-HS,.090,3/18-HS) 60.625 1+02+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+02+1 311+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 84.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+t2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+06+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 63.000 1+63+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1]3 1+63+1+-3+1 3 HEAD&SILL: 10112"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE 60,000 x 38.375 1+C2+1+C2+1 2 1+C6+1+C2+1 2 1+63+1+C2+1 2 1+02+1+C2+112 1+02+1+C2+1 2 1+C2+1+C2+1 2 25 314"MAX.FROM CORNERS JAMBS: 9"MAX.FR(X1A CORNERS AND 221/2"MAX.O.C. 46.WD 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+432+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3,1+C2+1+02+1 3 TABLE KEY: 60.625 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 X O X 64.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+433+1+C3+1 3 ANCHOR QUANTITY PER JAMB 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+06+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+03+1+03+1 3 63.WD 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+02+1 3 1+63+1+03+1 3 1+02+1+02+1 3 1+433+1+03(1 3 HEAD AND SILL ANCHOR QUANTITIES 66.=x 38.375 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C.6+1+432+1 2 1+C2+1+C2+1 2 1+C2+1+12+1 2 1+C2+1+02+1 2 A CLUSTER OF(3)ANCHORS CENTERED ON EACH MEETING RAIL PLUS(1) 48.000 1+432+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C:2+1+C2+1 3 ANCHOR AT EACH OPERABLE VENT 60.625 1+C2+1+02+1 3 1+C 2+1+C2+1 3 1+63+1+C6+1 311+02+1+02+1 3 1+C2+1+(2+1 3 t+C3+1+C3+1 3 PLUS(1)ANCHORS AT FIXED SECTION. 54.000 1+06+1+C2+1 3 1+C2+1+C2+1 3 1+t2+1+C2+1 311+02+1+02+1 3 1+C2+1+02+1 3 1+63+1+63+1 3 (9)ANCHORS TOTAL AT HEAD AND SILL 80.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+432+1+C2+1 3 1+03+1+C3+1 3 1 1+C2+1+C2+1 3 1+C3+1+C3+1 3 (3-MIN.O.C.ANCHOR SPACING) 83.000 1+C2+1+C2+1 3 1+C2+1+C2+1'3 1+03+1+C3+1E3 1+03+1+C3+1 3 1+C2+1+02+1 3 1+C3+1+C3+1 3 74.000x 38.376 1+02+1+C2+1 2 1+C2+1+C 2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+02+1 2 I-x-25 3/4'MAX. • • 48.0D0 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+432+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 I I -�I1►--3"MIN. • • • •••••• 1+02 60.628 +1+C2+1 3 1+432+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+63+1 3 • • • 9 " • • • 84.000 1+02+1+06+1 3 1+432+1+432+1 3 1+02+1+02+1 3 1+06+1+432+1 3 1+02+1+432+1 3 i+q+1+03+1 9REF. •• •3 � X O X •••••• • 000 60. 1+C2+1+C2+1 3 1+C 2+1+C2+1 3 t+C3+1+6363 +1 3 1+C3+1+ +1 3 1+C6+1+63+1 3 1+C3+1+03+1 3 rtpKRetiVtSEO • •••••• us rnmpllreg whh the Flo7ida 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+63+1+C3+1 3 1+63+1+63+1 3 1+C2+1+C2+1 3 1+63+1+03+1 3 g• Eye • • • MTG.RAIL,TYP. •••••e 64.000x38.376 1+02+1+C2+1 2 1+q+1+t2+1 2 1+06+1+63+1 2 1+02+1+432+1 3 16 1+02+1+02+1 2 1+02+1+02+1 2 ``� • • 48.0 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 311+020+02+1 3 1+63+1+63+1 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS a; v!?.50.625 1+C+1+C2+1 3 1+C2+1+6363+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C6+1 3 t+C3+1+ +1 3 (SHOWN IN TABLE KEY ABOVE) eqfmdat ••:•••64.D00 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+02+1+432+1 3 1+C3+1+63+1 3 •• •••60.000 1+02+1+432+1 3 1+f2+1+t2+1 3 1+63 63+1+ +1 3 1+03+1+q+1 4 1+63+1+03+1 3 1+63+1+03+1 3 25 314"MAX. • ••• •• •• •• ••••:• • 63.0 1+03+1+03+1 3 1+432+1+q6363 +1 3 1+ +1+03+1 3 1+03+1+ +1 4 1+63+1+03+1 3 1+04+1+04+9 4 ►f3"MIN.1 112"TYP. • •• s.e• 86.437 x 38.378 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C:2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 2 1+C2+1+C2+1 2 • 0 •••••• • 48.000 1+432+1+432+1 3 1+C2+1K2+1 3 t+t2+1+02+1 3 1+-2+1+06+113 1+02+1+63+1 3 1+03+1+03+9 3 9°REF. X O X • • " i•••1• • • 50.625 1+432+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+i 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+03+1+63+1 3 ••♦ • •••••• 54.000 1+C2+1+ +1 3 1+C2+1+C2+1 63+1 3 1+ +03+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+03+1 3 •_• • 0000 63 • • • • :• MTG.RAIL,TYP. 60.WD 1+02+1+C2+1 3 1+C6+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 C3 1+C3+1+ +1 3 1+CA+1+C4+1 4 • 63.000 1+03+1+03+1 3 0263 1+ +1+02+1{3 0+03+1+03+1 3 1+ +1+03+1 4 1+03+1+63+1 3 1+04+1+C4+1 4 EXAMPLE CLUSTER W/ QTY.OF(4)ANCHORS aw 1070 TECHNOLOGY OWE � ANCHORAGE SPACING,XOX(1/3-113-9/3 N.VENICE,834276 mc P.O.BOX 15M P.O. HORIZONTAL ROLLER WINDOW IMPACT •acNOKOMIS,FL 34274 r amor e�WN6u Oa"IiMa Rs A LYNN MILLER P.E. FJC 212808 J.J. 8/22/06 +�r1 NTS a d if 4127-10 G P.E658705 ANCHOR QUANTITIES,XO&OX WINDOWS TABLE 6 NOTES: GLASS TYPES A B,G,H GLASS TYPES C,D,E,F,I,J,K,L 1.ANCHOR TYPES: ANCHOR YYPE 2,3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONC 1 1,CONC 1-1/4"ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G5) &SUB81MYE ZONES ZONES ZONES ZONES ZONES ZONES 2.GLASS TYPES: A.15/16'LAMI-(1/8'&.090,118"A) FOR INSTALLATION IN THE HVHZ ABOVE 30 WINDOW SIZE y N u) W12 to 11 B.5/16"LAMI-(118"A.090,118'HS) FT,GLASS TYPES G-L SHALL HAVE A V 3 a8 eC =ati Q� _ �tf ' �!! QQ-� =-a C.5/16"LAM[-(1/8'HS,.090,1/8'HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND D.7/16'LAM[-(3118"&.090,3/16-A) ANCHOR QUANTITY REMAIN UNCHANGED. 37.000 x 36.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 E.7/16"LAMI-(3/16"&.090,311("HS) 48.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 F.7116"LAM[-(311(`HS,.090,3116'Hs) G.13/18'LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 3/6'SPACE,5/16"LAMI-(1/8'&,.090,1/8'A) 50.625 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 H.13/18'LAMI IG-1/8'OR 3/18"A(MIN.),5/18`OR 3B"SPACE,5/16'LAMI-(1/8'A,.090.118'HS) 54.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 I. 13116"LAMI IG-118'OR 3/16'A(MIN.),5116'OR 3/8'SPACE,6116-LAMI-(1/8'HS,.080,1/8"HS) 80.000 i+G2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+Ci+1 3 J.13115"LAMI IG-1/8"OR 3/16'A(MIN.),3/16"OR 1/4"SPACE,7/16'LAMI-(3116'A490.3116'A) K.13/16"LAMI IG-1/8"OR 3116-A(MIN.),3116'OR 1/4"SPACE,7/16'LAMI-(3116-A..090,3/16'HS) 63.000 1+02+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 L. 13/16"LAMI IG-118"OR 3/16'A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(311(r HS,.090,3/18'HS) 48.0DOX 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 48.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+02+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 50.625 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 54.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 HEAD&SILL: 101/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 183/4'MAX.FROM CORNERS. 60.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 JAMBS: 9"MAX.FROM CORNERS AND 221/2'MAX.O.C. 63.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 TABLE KEY: O X 53.125 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 2+03+2 3 ANCHOR QUANTITY PER JAMB 48.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 50.625 1+C2+1 3 1+C2+1 3 1+03+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES 54.000 1+C3+1 3 1+02+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 A CLUSTER OF H ANCHORS CENTERED ON THE MEETING RAIL 60.000 1+C3+1 4 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C2+1 3 1+C3+1 3 PLUS(2)ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) 63.000 1+C3+1 4 1+C3+1 3 1+CA+1 3 1+C3+1 4 1+C3+1 3 1+G1+1 3 ANCHORS TOTAL AT HEAD AND SILL. 60.=x 38.375 1+C2+1 3 1+02+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 2 2+C2+2 2 48.000 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 (3-MIN.O.C.ANCHOR SPACING} 50.625 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+C3+2 3 is 314'MAX. • • SUM 1+C3+1 4 1+C2+1 3 2+03+2 3 1+C3+1 4 1+C2+1 3 2+C3+2 3 �� --1�--3"MIN. • • • •••••• 60.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 0 9'REF. •••• i • • • 63.000 1+C3+1 4 1+C3+1 3 2+04+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 X •••••• *0600• Pagavxslwvtsa� • 66.000x 38.375 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+C2+2 3 1+C2+1 2 2+C2+2 3 � tftax� 48.000 2+C2+2 4 1+C2+1 3 2+C3+2 3 2+C2+2 4 1+C2+1 3 2+C3+2 3 G'RAIL nwm*A w tw 1 -o • �••••� 511625 2+C3+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+C3+2 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS • 54.000 2+03+2 4 1+C.2+1 3 2+C3+2 4 2+p+2 4 1+( +1 3 2+C�+2 4 (SHOWN IN TABLE KEY ABOVE) By •• ••i••• 60.000 2+C3+2 4 1+C3+1 3 2+04+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 •• ••• • ••••• 63.000 1+C3+1 4 1+C3+1 3 2+C4+2 q 2+c3+2 4 1+C3+1 3 2+04+2 418 3/4"MAX. • so so • • • 74.000 x 38.375 2+C2+2 3 2+C2+2 2 2+02+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 1 12'TYP. • • I-F-3'MIN. •••.••• • 48.000 2+0+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 IL • • •••••• 9"REF. X O • 4 i.4r• +• 50.625 2+C3+2 4 2+02+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 - - s •' • 00000• • 54.000 2+C3+2 4 2+C3+2 3 2+C4+2 4 2+C3+2 4 2+C3+2 3 2+C4+2 4 •�.•• .. •0•�:. • • MTG.RAIL 60.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 5 2+C3+2 3 2+C4+2 4 - .. • • EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS ly 6 s3.000 2+C3+2 a 1+C3+1 3 2+C4+2 a 2+C4+z s 2+03+4 a 2+C4+2 5 6 1 _ ' rAww 1070 TECHNOLOGY OwVE ANCHORAQE SPACING OX AND XO WINDOWS N.VENICE,FL 34275 t� P.O.BOX 1828 ALUM.HORIZONTAL ROVER WINDOW,IMPACT , O� NOKOMIB,FL 34274 Via*&mr �.4eae a� �� 1bi A.LYNN MILLER RE FJG ?/ Jd 9/13418 F0Y710 NTS 10 m 11 4127-10 0 P.E.S 88708 1314°MIN.E.D.TYP. NOTES: 2x WOOD BUCK, 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 1/4"ELCO MIN.3.4 KSI +1"MIN.EDGE NOTE 3 13/8^ TAPCONS EMBEDED 1318-MIN.OR 1/4"SS4 CRETE-FLEX EMBEDED 1314'MIN.. MINIMUM DISTANCE FROM CONCRETE MIN. ANCHOR TO CONCRETE EDGE IS 1 3/4". FLATHEAD ANCHORS MUST BE#12 TRIMFIT HEAD. ti NOTE 1 1x WOOD a 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5)OR 1!4"SS4 CRETE-FLEX WITH BUCK, #12 TRIMFIT HEAD. NOTE 3 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 1/4" 1/� THAN 1112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR MAX.— MAX.��JJJ111 CMU.WOOD BUCKS DEPICTED AS 2x ARE 1 1W THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF SHIM SHIM WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. CONCRETE WOOD ANCHOR, ANCHOR, 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083-T5 AND A MINIMUM NOTE 1 DETAIL A NOTE 2 DETAIL B OF 118"THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A TYPICAL FLANGE FRAME HEAD SECTIONS #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 1/4" S.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER SMHIIM1'3" 1/4"MAX.SHIM 11/41 MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. MIN. (1.5 KSI CMU) a OR 2-112"MIN.EMBEDMENT '• PER NOTE 1 K3 (3.4 KSI CONCRETE) WOOD CONCRETE ANCHOR, ANCHOR, NOTE 2 NOTE 1 s 1 314" EXTERIOR INTERIOR "MIN.EDGE • ' °°MIN.E.D (H &SILL DETAILS A,B.C,D. &H) A 7TYP. 2x WOOD BUCK,NOTE 3 1x WOOD BUCK,NOTE 3 4 SEE NAILING INTERIOR 5/8"MIN.EDGE DETAIL E DETAIL F (,IAMB DETAILS E,F&1) TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR 518"MIN. CONCRETE WOOD •••• , DETAIL H (HEAD) ANCHORANCHOR ••.••• . : ••• • • NOTE 1 NOTE 2 NAILING •• • :00000• • 131 DL4 MIN.x 21/2"NAIL Pt �y1SED AT CORNERS Z : •0.0 i 0 AND 5"O.C. wi TYPICAL DETAILS G,H&I. O R**%(" � �� • :Soo*: 1/4' 1!4" Aca�tmrcp 40 ,4,4M . • MAX. MAX. • SHIM SHI� BY 00 00090• "MIN.EDGE • •SEE • • T NAILING Q •• •• 0000•• •NOTE 1 1318"MIN. •• •• • 13/4' 2-10 2-12"MIN. SEE NAILING • •0000• E.D.TYP. If ♦i••• MIN.3.4 KSI ')"r�91N.EDGE o CONCRETE2x WOOD 0 0 ♦ • • DETAIL C BUDETAIL D 2-1n"MIN.EMBED •••••• NOTE3 DETAIL G(SILL) DETAIL I(JAMB) "• '°'' 410 • • TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS r, Cl 6 J 1070 TECHNOLOGY ORA/E ANCHORAGE DETAILS N.VENICE,FL 34275 Ta'' P.O.Bqx law ALUM.HORIZONTAL ROLLER WINDOW,IMPACT • NOKOMIS,FL 34274 visa y gem Bei' �` � /0'" A LYfVIV MILLER P.E. FJ4 a=W J.J. 3/13/08 hrR7so Hell 11 r 11 4127-10 G P.E.958705 MIAMI•DADE • ••• ••• .. .. . . . •• •• • cis ' ''X i J'1 � • • • • • • • • • tom' �ygX_DADE COUNTY • • • •••- n i ",• • • • • ` • bD CONTROL SECTION A. „ 1 5 W 26 Street,Room 208 DEPARTMENT OF GULATOto R ECONO IC RESOURCES(REN. - id Florida 33175-2474 BOARD AND CODE N SIO • • • • +' d�• 'T(7 -2590 F(786)315-2599 f • NOTICE OF A ' : : •. • :' `:. r'' miamidade.gov/economy PGT Industries,Inc. •.. ••• f� , " 1 1070 Technology Drive North Venice,FL 34275 .. . . .. ' SCOPE: • . . • . . • • • This NOA is being issued under the applicable rules WordgAatto$s$oLekinge a 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. DESCRIPTION: Series"FD-101"Aluminum French Doors w/wo Sidelites—L.M.I. APPROVAL DOCUMENT:Drawing No. 11005-1 Rev F,titled"Alum.French Door&Sidelites,Impact",sheets 1 through 10 of 10, dated 04/04/2012 and last revised on 06/08/16, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitations: 1. Use of Table 1,require full length reinforcements(item#22)for OX,XO,XXO,OXX,OXO and OXXO.The lower design pressure from X,XX door or O(sidelite)shall control. 2. All laminated glazing options(glass types,A,B,C,D&E)must have 3/16"HS glass at interior side. 3. 1/4"Elco Ultracon(former Tapcon)to be 4"OC into Cone.and 6"into CMU(jambs). 4. Ix or 2x buck to be properly secured to sustain imposed load and to be reviewed by AHJ. 5. Applicable Egress requirement to be reviewed by Building official. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been tiled 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 endorsemert,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 removpl ofNTOA. ADVERTISEMENT: The NOA number prece49d 11 bykthe 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 proidded to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-0528.24 and consists of this page 1 and evidence pages E-1 &E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. f hgAP71 DACE NOA No.16-0629.17 Expiration Date: October 18,2017 "\ �\`� Approval Date: July 21,2016 Page 1 A\0 ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . ... . . . . ... . . . .. . . . .. .. .. . . . . . . . . . ... . . ... ... .. ... .. . . . .. . .. . . . . ... . .. ... . . . . . .. O��r °`�`,��, `v�`�AAIN ISN 6 Flo . . ... . . . ... .. .. . . . % .. . . . . . . . . . . . PGT Industries,Inc. •:• •:• NOTICE OF ACCEPTANCE: EVIDEACE TTED . . . . . . . . .. ... ... . . ... . A. DRAWINGS 1. Manufacturer's die drawings and sgqtign§(Spbrgjttedund=files#listed below) 2. Drawing No. 1100"Rev F,titled'AluiL PrInSh"r:&Sideptes,impact",sheets 1 through 10 of 10,dated 04/04/2012 and last reviseJ A 46/tf;l bw Xed by PGT Industries,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test report on 1)Uniform Static Air Pressure Test,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-up drawings and installation diagram of Aluminum Sliding Glass Doors(w/ TPS, Super,Cardinal&Duraseal Spacers),prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s)FTL-8717,FTL-8970 and FTL-8968,dated 02/15/16,06/07/16 and 06/20/16, all signed&sealed by Idalmis Ortega, P.E. 2. 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—up drawings and installation diagram of fixed sidelite(0)w/insulated laminated glass,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No(s)FTL- 6864,dated 04/02/12,signed and sealed by Marlin D.Brinson,P. E. (Submitted under files#12- 0516.02/#11-1013.22) 3. Test report 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 24113.2.1,TAS 202-94 Along with marked—up drawings and installation diagram of Aluminum outswing doors w/sidelites,prepared by Fenestration Testing Laboratory,Inc., Test Reports No FTL-5212,dated 05/05/2007,signed and sealed by Carlos S.Rionda,P.E. (Submitted under files#12-516.02/#11- 1013.22) C. CALCULATIONS(Submitted under file#15-0528.24) 1. Anchor verification calculations and structural analysis dated 05/22/15,complying with FBC- 214 (5u'Edition),prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies W ASTMS-1300-02,04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). !x`-� 1 - Ishaq L Chanda,P.E. Product Control Examiner NOA No.16-0629.17 Expiration Date: October 18,2017 Approval Date: July 21,2016 E-1 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . PGT Industries,In •:• • NOTICE OF ACCEPANCi: EViDE' U MM TTED ... ... . . ... . E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10•.ssuglitgkwFrgy*-,J.me4ca,Inc. (former E.I. DuPont DeNemours&Co.,Inc.)for"Kuraray Bb*dtd P.VFInterlay&",expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10assued to tastniar&;tical Company(MA)former Solutia Inc.for their"Satlex Clear or colored interlayer",expiring on 05/21/16. F. STATEMENTS(Submitted under file#15-0528.24) 1. Statement letter of conformance to FBC 2014(5'edition)and letter of no financial interest, prepared by PGT,dated 05/22/15,signed and sealed by Lynn Miller,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA#15-0528.24,expiring 10/18/17. 2. Test proposal# 16-0152 dated 03/09/16 approved by RER 3. Test proposals dated Jan 18,2017 and 02/15/12 approved by Janne D. Gascon, P.E. haq I.Chanda,P.E. Product Control Examiner NOA No. 16-0629.17 Expiration Date: October 18,2017 Approval Date: July 21,2016 E-2 STANDARDS USED: NOTES: OUTSWING IMPACT FRENCH DOORASTMS)AND SIDE LITE(S) • ORIDABUILDING CODE(FBC),5THEDRION •ASTM E1300-09 •ANSUAFBPA NDS-2012 FOR WOOD CONSTRUCTION IRODUCP86Ymm 1.GLAZING OPTIONS: •ALUMINUM DESIGN MANUAL,ADM-2010 •g44ri dmf A.3/8"LAMI NOM.(.402°)CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR •AJSI-S100-07/S2-2010 Iapp��Wjy®/�-eLz9./7 SAFLEXIKEEPSAFE MAXIMUM PLUS(1)LITE OF 3/18°HEAT STRENGTHENED GLASS. b0md"D--- f 17 B.3/8"LAMI NOM.(.4027 CONSISTING OF(1)LITE OF 1/8"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. C.7/18"LAMI NOM.(.465)CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3116"HEAT STRENGTHENED GLASS. D.7/18"LAMI NOM.(.465)CONSISTING OF(1)LITE OF 3116"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE Y P LL MAXIMUM PLUS(1)LITE OF 3116"HEAT STRENGTHENED GLASS. E.13/16"LAMI IG NOM.(.8407 CONSISTING OF(1)LITE OF 3116"TEMPERED GLASS,1/4'AIRSPACE,(1)LITE OF 1/8"HEAT STRENGTHENED GLASS PLUS AN.090 PVB NOA DRAWING MAP Q U INTERLAYER OF DUPONT BUTACITE PLUS(1)LITE OF 3118"HEAT STRENGTHENED GLASS. TOPIC SHEET O Q 2.DESIGN PRESSURES:SEE TABLES 1 AND 2 ON SHEET 2. to o a A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. GENERAL NOTES............ 1 O B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. CONFIGURATIONS...........1 0' - p 3.CONFIGURATIONS:X,O,XX,XO,OX,XXO,OXX,OXO,AND OXXO. GLAZING DETAILS........... 1 L7 o 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL DESIGN PRESSURES...... 2 IW r SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS,SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.FOR ANCHORAGE ELEVATIONS.................... 3 �cd J REQUIREMENTS SEE SHEETS 8 THROUGH 10. VERT.SECTIONS.............4 G=i J W 5.SHUTTERS ARE NOT REQUIRED. HORIZ.SECTIONS........... 5 m p o 8.SEALANT:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. PARTS LIST...................... 6 � � LL 7.REFERENCES: EXTRUSIONS................... 6,7 p O TEST REPORTS FTL-4964.5212&6864;ELCO ULTRACON NONS:;ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM ANCHORAGE....................8-10 DESIGN MANUAL. •• z many 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY t HURRICANE ZONE(HVHZ). GLASS ABBREVIATIONS 9.CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: AN.=ANNEALE m 777 A.THE LOWER DESIGN PRESSURE FROM TABLE 1.OR 2.PREVAILS. HS.-HEAT-STREA8THENED ••••• ,7 B.FULL LENGTH REINFORCEMENT(ITEM 22 SHOWN IN SECTION E-E,SHEET 5),IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TP.=TEMPERED••••• a•1 • TABLE 1.,SHT.2.REFER TO TABLE 2,SHT.2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. 000000 .- Z •� AA 91 Lu93 93 . . ~O •E• 30 . z .. .. . .. .... 80-83 goo*** Igo a ® N N • • • ¢ 73 1/2"GLASS BITE 73 1/2"GLASS BITE 74 1/2"G JITE •• re0 • • • 0001""'i• EXTERIOR EXTERIOR EXTERIOR •• • •• G a494 a 94 a 94 �a 2! 1/8"AN.OR 3/16"AN.OR 1/4"AIRSPACE � 3118"HS. II HS.GLASS 3/16"HS. HS.GLA3/18 SS ` `yt YP•1N,t.;//��,, "HS. GLASS .090 PVB INTERLAYER GLASS .090 PVB INTERLAYER GLASS 3/18°TP.GLASS (DUPONT BUTACITE OR (DUPONT BUTACITE ORN �t�•�, SAFLEX/KEEPSAFE SAFLEX/KEEPSAFE .090 PVB INTERLAYER 1/8"HS.GLASS �eE MAXIMUM) MAXIMUM) (DUPONT BUTACITE) 1 .= No.58705 318"NOM. 7/16"NOM. 13/GI6.''NSM. 1. = GLASS STACK GLASS STACK STACK t/ s AT.uF 3/8"LAMI NOM. 7/16"LAMI NOM. 13/16"LAMI IG NOM. GLAZING OPTION A OR B,NOTE 1 GLAZING OPTION C OR D, NOTE 1 GLAZING OPTION E, NOTE 1 .,,+pr•,^L , IC�LMNM M@EER P.E. REA 68706 TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS NOTES: PRO-CrIIEVtWe APPROVED CONFIGURATIONS:X,XX,0,OX,XO,OXO,XXO,OXX&OXXO (FOR DOORS W/SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) 1.GLASS TYPES: REINFORCEMENT IS REQUIRED AT DOOR&SIDE LITE CONNECTIONS A.3/8'LAMI(1/8"A,.090 PVB,3/16"HS) B.3/8"LAMI(1/8'HS,.090 PVB,3/16"HS) "1 DOORS WITH GLASS TYPES A,B,C,D OR E C.7/16'LAMI(3116"A,.090 PVB,3/16'HS) S4 � - HEIGHT D.7/16'LAM[(3/16"HS,.090 PVB,3/16'HS) X WIDTH XX WIDTH 66-79 314" 7°-83 3/4" 87 3/4" 91 3/4" $0-95 3/4" E.13/16-LAM[IG(3/16'TP,1/4'AIRSPACE,1/8'HS,.090 PVB,3H6-HS) 36 37 112" a 71 3/4" +75.01-75.01+75.01-75.01+75.01-75.01+75.01-75.0 +75.01-75.0 2.COMBINED DOOR&SIDE LITE WIDTHS FOR TABLE 1 OR 2. Y LL MAX.OX/XO WIDTH = 731/2" 0 WIDTH SINGLE SIDE LITES WITH GLASS TYPE A MAX.OXO WIDTH=1091/2" U 27 3/4" +75.01-75.01+75.01-75.01+75.01-75.0f+75.01 -75.01+75.0 -75.0 MAX.XXO/OWI WIDTH 3 314 314' O vo g MAX.OXXO WIDTH=143 314' 361/8" +75.0 -7501+75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 3.SINGLE DOORS 33 5/8"WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64 1/8" 07 go 36 3/4" +75.0 -75.01+74.91-74.91+70.41-70.41+66.61-66.6 +63.1 -63.1 WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE H O WIDTH SINGLE SIDE LITES WITH GLASS TYPES B,C,D OR E FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. J 36 314" +75.0 -75.01+75.01-75.01+75.01-75.01+75.01-75.01+75.01 -75.0 4.DESIGN PRESSURES UNDER 40 P.S.F.ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. p O TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR/SIDE LITES ONLY 5.EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: ad p APPROVED CONFIGURATIONS:OX,XO,OXO,XXO,0)0(&OXXO EX.A FROM TABLE 1. to W N (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) OXO WITH GLASS TYPE A U fA REINFORCEMENT IS NOT REQUIRED AT DOOR&SIDE LITE CONNECTION 30"WIDE x 90"HIGH SINGLE DOOR WITH 29'SIDE LITES • • •• Ir • • Z DESIGN PRESSURE=+67.61-67.6 PSF GLASS TYPES q B,C,D OR E •••• : v1) w HEIGHT EX.B FROM TABLE 1. 000000 :0004 � •Me• OXXO WITH GLASS TYPE A d Ix X WIDTH XX WIDTH 68-793/4" 70-83 314" 87 3/4" 913/4" 8°-95 3/4" 68"WIDE x 85"HIGH DOUBLE DOOR WITH 361/2"SIDE LITES 689:06 • •LL •o 0 0 DESIGN PRESSURE=+70.4/-70.4 PSF •••• •• 2 251/2' 4 47 314" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 • • • 2 LL EX.C FROM TABLE 2. •••• 27 1i2" 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 49.0 +46.5 46.5 +44.3 -44.3 OXO WITH GLASS TYPE C •a•••• of 1• 4 29112" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 30"WIDE x 87 3/4"HIGH SINGLE DOOR WITH 26"SIDE LITES • • DESIGN PRESSURE_+43.6/-43.6 PSF •• •• • •• ' •• 28 311/2' 50 59 314" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 000000 ® N 28 33 1 rt" 54 63314- +43.1 -43.1 +43.1 -43.11+41.51-41.5 +39.3 -39.3 +37.3 -37.3 Ex.D FROM TABLE 2. • • • OXXO WITH GLASS TYPE C • • • • 4'x 351f2 67 3/4" +38.1 -38.11+38.11-38.11+38.11-38.11+37.51-37.5 +35.6 -35.6 63 3/4"WIDE x 80"HIGH DOUBLE DOOR WITH 26"SIDE LITES s ••• DESIGN PRESSURE_+43.1/ 43.1 PSF •• • • • 30 37 1/2" 6° 71 3/4" +34.0 -34.0 1+34.0 -34-01+34.01-34-01+34.0 -34.0 +34.0 -34.0 • o d 0 WIDTH GLASS TYPES A,S.C,D OR E 6.FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1,WHICH ez REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE 10 314" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 CONNECTION SEE SECTION E-E,SHEET 5 FOR REINFORCEMENT 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 DETAIL. SINGLE 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 SIDE LITE 2139' +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.01+52.4 -52.4 27 314" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6 -42.6 361/8" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +34.4 -34.4 36 3W' +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34,0 +34.0 -34.0 A LYNN MILLER,P.E. P.E.H58705 731/2"MAX. 108 1/2"MAX. 143 3/4'MAX. 36 314" 36 3/4 38 3!4"_ 36 314' 36 3/4' DUt f REVI688 MAX MA - �r SEE NOTE 3MAX MAY —SEE NOTE 3-- -MAX —se J O6 I 49 49 41 49 10 �/ �/ Mme` $ U � / / (TYP.) c6 I a �E E� JE E� JE IINACT �E ' o 1 1 w X 0 0 X 0 O X AC . 0 p V) LL SEE NOTE 4-� SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 x 0 OX OR XO OXO OXXO 41 p s• 0 I�- 71 3!4"MAX. �" � ••• • � �Z 371/2" 24 9/16"MAX 33 5!8'MAX. •• • •• A MA A DLO(TYP) B DLO(TYP.) G •••:•• • 953/4" 00000' •• 0 - 49 MAX. 49 41 G ••.• .• 1LLHT. • 16al 1 o TYP. 95314- 0000•• • •• 0000 843/8" 10 (TYP.) 0000•• ® n•a , DLO 84 3/8" : • : • •TYPK MAX. • • DLO 0000 0 • � U; (TYP-) DOOR61 8 40' DLO HEIGHT =HEIGHT-113/8" • • o d t J DLO WIDTH"X" =DOOR WIDTH-12 15/16" $ (TYP-)C+ Ip Cj `C F� �F DLO WIDTH';X-DOOR WIDTH/2-115/16' L X X AC . �Y INAC D SIDE LITE Jl— DLO HEIGHT=HEIGHT-11 3/8" DLO WIDTH =WIDTH-31/8' ABX Axx 41 B 0 NOTES: 1.FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2.FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3.SIDE LITES OVERLAP"X'AND 90C DOORS BY 314"WHEN ASSEMBLED TO MAKE%a,'OX','OXO'"XXO','OXX'AND'OXXO'CONFIGURATIONS. 4.REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS(SEE APPLICABILITY SHEET 2). .. .. 5.CLEAR OPENING FOR'X'AND VC DOORS AS FOLLOWS: ('X DOORS=WIDTH-5.848) (')X'DOOR=DOOR WIDTH/2.4.079) A,LYNN MILLER PE P.E.M 88708 3 raonucr aevcseo cam*bg wm d&Furrift 40 �e. Noz -I EXTERIOR INTERIOR _ c3. '�ia�`kuy�^{ea.M Cel 10 1 2 60 Y LL C37 60 64 AT HEADIJAMB 0 Q 65 ATSIWJAMB O CLEAR-COLORED cc O SEALANT EXTERIOR INTERIOR F 62 _, w � o ® 63 Fn o co o MAXO U _ z MAX. MAXMAX. SIDE w U DLO DOOR DLO LITE 62 W HEIGHT HEIGHT q 0 p U LL Ng • • Y �14 .•RD • • 8 ••..•• JJN as SL VIEW G-G 90.40. o 30 61 CORNER ASSEMBLY 0•••• �°�'0 9999.. . . 12 9999.. 9999. .'. :9999: .• . .•.. 40 �.aas 11 ` 13 DOOR SECT.A-A SL SECT. B-B VERTICAL VERTICAL A.LYNN hLILLER,RE P.E.tF 88708 4 )4J9 c�mouc r elevrcep MAX.XX WIDTH ► r e s CV LL • 0 O a �MAX. DLO 'xx'SECT.C-C OLD 31 (A g 35 36 34 44 HORIZ. 46 45 5 32 MAX.x WIDTH 20 o co LL co Z ad O 0 O w 0 z 0 • INTERIOR U a � W • z d' r O LL, o DLO 'X'SECT. D-D r 46 21 HORIZ. EXTERIOR • • • SPACING,SAME AS • •• g�'?��• MAX.SL WIDTH 67 JAMB ANCHOR SPACING MAX.SL WIDTH- �I •••••• �� (SEE SHEETS 7,B AND 9) I •••••• �� °b •••• • °fix 66 IF 11 rl 62 ° . . ...... . ...... MAX, MAX. •• • ••�• + • DLO SEE TABLES 1 AND 2 AND DLO ••• �fi �� 22 NOTES ON SHEETS 1&2 2SS 66 62 SL SECT. E-E 62 FOR APPLICABILITY SL SECT. F-F HORIZ.(DOOR W/SIDE LITE) HORIZ. (SINGLE SIDE LITE) A LYNN MILLER.PZ P.E#881! Dwas IPGW 00=PmON 1 low 80411 FRAME HEAD 2 1010 803 TRA-LON.190 X.378 HIGH PRODWr REAwo 3 7070 8188WEATH:IN-WIST X.3W HIGH 05CQUPtttNwft00Fkft 4 � 78367( R HBaT BTRMEPLATE �4 8 838 2 PT.LOCK 8Ot8KEP TE (7 8 988 FRAME HEAD STRIKEPLATE BACKING PLATE SILICONE HOT-MELT BUM -I 7 7832X72FPXP X.5oD PH.FL MS-8.8.WBIUCONE PATCH STRUCTURAL 8 l� 70998 GAS ETWEEN1RUSHOLD&FRAME JAMB SILICONE j ,n7oaCnetMf 8 898 GASKET ETWEEN HEAD& E JAMB STRUCTURAL 114"NOM. FOAM 3118"NOM. TYLIEN 10 18 F91ERHEADADAPTER WITHPOLYIOB DESICCANT yY� 11 11 811000M OUTSWMKt BHOID WITH DESICCANT DESICCANT 1 1870 871870 WSTP,.360 RD FOAM FILL T (AWS 1) 13 11W4A 811 OUTBWM SHOLD UVMJEL ODVF: EXT.GLASS EXT.GLASS Y C4 tl 14 11007A 411001A AL8PACER.083 OIION D 1 11 411002A ACETAL SPACER.O� E BJJE MOLDED) i••' le 11003A 11 AKBTAL 8P .140 E IN,EC7TION MOLDED) 20 915D JAMB( V 21 1010 8= WBTP.,Q1�1.19D X.37 F9KIt INT.GLASS INT.GLASS O r 22 REINFORCEMENT,1.000 X2.780 X 0.60,6081.78 — 23 1140 78X112FSAT8 68 X 1.500 PH SQ A IS 1045 A&M SCREW OVERS KODISPACE SUPER -� C 98 2 wo 41 N FfO PLATE Rr 0 4SG TPS 9, SPACER®NXTTm H 28 1118 710x34PFA OX.750PH. 8 d 27 87070K BULB THERSTWP.197 X,300 HIGH J 30 87 8810 DOOR PANEL, &BOTTOM RAIL W 31 911E 1 DOOR PARI.8®E RAIL � O 32 81 EXIRUS(ON V) LL 33 1178 71056FP ,B #1 X. PH.FL SMS 94 913A MUM ALUMINUM •� � 35 1130 18.18 REINFORCEMENT POLYISO- DESICCANT FILL AREA a 38 B80 A 8!18.18 FLANGED HEX NUT SUYLENE N 37 9140. 6378M WEATHEfaB11� L 5116'NOM. SEAL 5/16"NOM. 98 X.78 PH.FL TEK BUM& SILICONE SEAL D dpi Z 39 M7 GASKET:(BEFN PANE HEAOISILL 8 PANEL STA88 DESICCANT ROLL-FORMED 2 4f 40 1023 WS ..187X HIGH,FI48EAL FOAM STAINLESS STEEL (� 41 1728 41720 SLIDE BOLTA88Y. CINE PANEL ONLY EXT.GLASS � f" Z 42 145 78X12FPAW 08 X.800 PH SMS TYPE BOB r W 43 1 801 DUST PLUG CTfltE PNLT GLASS C ,•;,I LL O 44 630 1 DOOR PANEL ASTRAGAL 1 O l: 45 984E 8984 DOOR PANEL ASTMOAL 2 ) 48 1213 802OCK WSTP. 100 X HK#K LL 47 INS 74USLOK LOCK SUPPORTABBY.(41 8 41708) INT.GLASS 48 1139 X.750 PH.FL SMS INT.GLASS w 982 FD2PTA 2 PT.L ASSY. DURASEAL� XL EDGE'"' ••• LL fZ• 50 8R111ws RIBBER SLEEVE 51 41721 STRIKE PL INSERT(IP L> SPACER 83 SPACER •• • • 61 7FRSPX DEADBOLT STRIKE PLATE •••:•• • •• lee V 53 1116 710xi4PFA 010 X. PH FL SMB 54 wy 70957X HANDLE STRIKE PLATE •••••• A 55 18 71 FA 010 X.750 PH MS 0000 • • 8D 928D SIDE HEADER Part# Description Material • •61 921D 1 SMEUIE •••• •91eo 60381 80 Kommeding4SGTPSSpecerSystem fli 83 1185 1POA 98 X 1. QUAD PN.SMS See this 64 999 te6 81 Quanex Super Spacer nXrwfth Hot Mek Butyl • • �' 6 7899 SILL GASKETS WR_XKM Sheet for •• •• • •• •• 040. 1941 s JAMB R 82 Quartex Duraseal Spacer Maters 000000 • •• 9r #1 XI.OW ET METAL SCREW 83 Cardinal X.Edge Spacer • • • 70 7123M SETTS BLOCK,3137 V4'X T W/P F 7 S 717, 7 • • '� .. .... �••.•••• 71 71287K 8 LOCO,7118'X V2'x t W/PSA •i - 4227A BEAD.71lr : ••• •••••_• is 988 sm BEAD,318' •• • 0900 • • ffi BEAD,INTERIM • • 93 1224 8IP24 BULB,T19CK ED I1 ED BEAD ••. f �� 04 GL.A2INfl WWONE,DOW 899, OR EMWALENT G�- 98 CB.A 6,Wr LAMI-1/8'A,.00 PVB,3118'HO OIA88,SW LAMI-1/8'HS,.90 PVI. 97 .7/18'LAN 3110'A_90 .90 PVB,3118'118 .. GLASS /78' 18"HS,.90 PVI,3118'HB 102 I IMA 141105A IAV&JAL SPACEK.285 ONKOUSE iNJE D ITEMS#17-19,28,29,58.69,68,89,74-79,8491&99-101 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 03 OFF-TI9 811E DEAD BOLT LOCK A.LYNN MILLER,P.E. P.E.#68708 , -1.750- 1.750 PPRODUC r REVWD 1.750 1.750- 1.820 bwAinsoft . ° 050 1.4801 -1- ` �tL^nt 4•(�f II .250-�{ 6 e'JR•t ae� 4.726 4.726 4.726 37 WEATHER 4.828 .062 050 C14 CHANNEL C14LL 3.000 6063-T5 Y 1 4.000 .062 4.100 .082 4.100 .082 4.675 (1) et r 4.675 0.375 O et Q 4.100 DOOR FRAME, 2.125 JAMB .125 W o 2O 6063-Ts J DOOR PANEL DOOR PANEL w o 3Q 7TOPT5 BOTTOM RAIL 31 SIDE RAIL DOOR PANEL DOOR PANEL SID O INTERIOR ASTRAGALHINGE LL 6063-T 6063-T5 O EXTERIOR ASTRAGAL 32 66063-TS otf O 1.500 1.578 --3655 3.111 1251 J_� [ -.558 �-"� F- -.502 x{ .890 Q 50 750 683 050 .683 .060 t"-.172 _ Z I50 P .5� 1.400 .050-�-�t� Z W TRUSS CLAMP 318°GLAZING BEAD 7116"GLAZING BEAD 883 OFILLER HEAD ADAPTER 34 8063.75 73 6063-TS 72 6063-T5 3 ? O 1 6063-T6 f-� -3.100 ►{ �1 1.c*2 � 3.000-1J{ IG GLAZINO)BB4D 1.479SL JAMB 74 6063-TEP • • • •• • vv- 62 6063-T6 •••••• '�i•• 1.272 • a 1.479 •••••• 504 E+ 1 •••• • dx 830 �---4380••••• •• • .050 6.459 .076 5.212 o55-►II+- g ° O FRAME HEAD 6.085 .075 13 OUTSWING THRESHOLD• • $s•• 4.588 CHANNEL COVER...... • • 6083-T6 • • • .050 2.880 �+--2.750-�s • ••a.•�;; • • .079 1.489 .750 .05± • • • ••�•�• .489 I L'ur -F I I 1.000 •••� • 3.000 fes-3.100--� �` 125 OUTSWING THRESHOLD SL JAMB 650 11 6083.,T6 60 SSL HEADER 063-T661 SL SILL gg ADAPTER 22 TUBE MULL 8083-T6 6063-T8 6063-T5 A.LYNN bULLER,P P.E k SBfi5 HEAD HEAD HEAD HEAD EHEAD HEAD ZONC" I ZON '�ZO " I ZON '--1 y—ZONE'D'--tZONE"E "1 Pxooucr Rarvtsen wempwft witk The Amatma N--LLlL?lW-j u•u, -( x=MINIMUM JAMB ANCHOR P � LOCATION. a Lu X_ z z XX z z O z z XO OR OX z -=ADDITIONAL JAMB N LL N N N N N N N N ANCHOR LOCATION, � , m m m m m m m EQUALLY SPACED AS ~ REQUIRED PER TABLES 0 Q 37 ON SHEET 9. O O W �o J P SILL � SILL _� SILL SILL SILL � SILL 4 co ZONE"C' ZONE°D" ZONED" ZONE'E' ZONED' ZONE"E" LL SEE TABLE 3.,SHT.9 SEE TABLE 4.,SHT.9 SEE TABLE 5.,SHT.9 SEE TABLE 8.,SHIT.9 O otf O HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD EXAMPLE ¢ w ZONE ZONE"F" ZONE ZONE"D" ZONE-F" ZONE ZONE ZONE•F' ZONE"F" ZONE r E E" I� 'E• fi E ANCHORAGE SOLUTION o FOR A CONCRETE Ul U z OXXO INSTALLATION z UJ A.19"x 83 3/4"SIDE LITES"B"AND O LL o QO Q in '�0 'E"ZONE ANCHORS FROM = W W w W W W TABLE 7,SHEET 9. • (� �LL N OXO N N XXO OR OXX N N OXXO N PLUS; • ••• Qz• m m m m m •• • B.71314"x 83 3t4')O(ppCiH3QNE •• �, • � .. 'F ANCHORS FROM TV 1 ® ' SHEET 9,EACH"F" • •••• • ie SEE ENCIRCLED VALt1FyS• T 9 •• • oma' - SOLUTION: •••••• • • oa TOTALS(4)TYPE 1 O%Z A�15RS • S�• I SILL SILL SILL ILL I ILL I EACH JAMB AND 2+5 SILL +5+2= 14 • }ZONE�ZONE°FSILL '�Z LL 4 ZONE'D"--r— "F•"ZONE SILL ZONE-{--ZONE F"SILL "ZONE"FSILL —� ZONE-} TYPE 1 OR 2 ANCHOR�yAT� • • .Eo "E" 'E' 'E' "E" AND AT SILL. • • •'' 0••••• SEE TABLE 7.,SHT.9 SEE TABLE 7.,SHT.9 SEE TABLE 7,SHT.9 •. •:• EXAMPLE OF ANCHORAGE FOR A 71 3/4"x 83 314""DOOR, •=ANCHOR LOCbTION PqR •' • WITH 19"x 83 3/4"SIDE LITES(SEE SOLUTION AT RIGHT) EXAMPLE AB J�• • • • • • NOTES: ••• • 1.APPROVED ANCHOR TYPES ARE: 1.1/4"ELCO TAPCONS 2.1/4'ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3.#12 SCREWS 6 $ �b 2ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS(4•MIN.O.C.FOR CONCRETE,6"MIN.O.C.FOR CMU): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS(ALL):131/4"MAX.FROM CORNERS AND 231/8'MAX.O.C. HEAD&SILL OF DOORS:6"MAX.FROM CORNERS,9"MAX.FROM ASTRAGAL CENTERS AND 20 7/8'MAX.O.C. HEAD&SILL OF SIDE LITES:6"MAX.FROM CORNERS AND 24 3/4"MAX.O.C. 3.TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. a LYNN duuEa,RE P.E.#58708 TABLE 3.X DOORS TABLE 4.XX DOORS TABLE 6.0 SIDE LITE TABLE 6.XO&OX TABLE 7.OXO.XXO,OXX APPROVED ANCHOR TYPES: PIIGDIICPREV (ALSO X DOOR OF XO$OX 8`OXXO 1.1/4"ELCO TAPCONS �«pv@�a�+n a• GLASS TYPES A,B,C,D,E GLASS TYPES A.B.C,D,E GLASS TYPES A,B.C.D,E GLASS TYPES A.8,C.D.E GLASS TYPESI A,B,C,D.EHG"eds ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE 2.114"ELCO SS4 CRETE-FLEX -G�h 8 SUBSTRATE 2,3,WOOD 1,2,CONC &SUBSTRATE Z3,WOOD 1,2.CONC &SUBSTRATE Z:�WOOD 12,CONC &SUBSTRATE $3,WOOD 1,2,CONC &SUBSTRATE 2,3,WOOD 1,2,CONC Pha�M�Drta MASONRY ANCHORS �� 1 p-OR WIDTHS LOAD ZONES DOOR WIDTHS LOADZONES WIDTHS LOAD ZONES DOOR WIDTHS LOAD20NES DOOR WIDTH$ LOAD ZONES 6-0 1�.q?...:;. wc%%`` 3.#12 SCREWS(1315) " -25. "1 -47.7 W w "O"-10.7 'X-25. "X-25.60 k' TO 37.50 TO 71.75 TO 36.75 TO 37.50 TO 37.50 L IL 4.ENCIRCLED ANCHOR w QUANTITIES IN TABLES 4 N LL a a ")OC-47.75 -Ac �' TO 7 1.7 � In AND 7 PERTAIN TO THE co In ww m r r m r r EXAMPLE ANCHORAGE F" 4 0 ;a O $ < SIDE a a < SIDE SOLUTION ON SHEET 8. w w -, LITE '? LITE O N a WIDTH x Hi. x x '3 x X X WIDTH x HT. ;� , wwRl x HT. o 0 o wmTH x HT. o o X x o o X >< WIDTH x Hr. o o o o 'fix pUJI 25.50 x 79.75 5 2 7 4 2 3 47.75 x 78.75 4 3 6 4 2 3 10.75 x 78.7 4 1 4 1 10.75 x 79.7 4 2 4 2 10.75 x 79.7 4 2 4 2 op 83.7 5 2 7 4 2 3 83.7 5 4 7 4 2 3 83.75 4 1 4 1 83.7 4 2 4 2 83.7 4 2 4 2 F- w Q 87.76 5 2 7 4 2 3 87.7 5 4 7 4 2 3 S7.7 4 1 4 1 87.7 4 2 pKo 4 2 67.7 4 2 4 2 Z F- 91.7 5 2 7 4 2 3 91.75 6 4 7 4. 2 3 91.7 4 1 4 1 81.7 4 2 6 4 2 91.75 4 2 4 2 W 95.7 6 2 7 4 2 3 95.7 6 4 7 4 2 3 95.75 4 1 4 1 95.7 4 2 6 4 2 [[[[5555 95.75 4 2 4 2 N O 27.50 x 79.75 5 2 7 4 2 3 51.75 x 79.7 5 4 7 4 2 3 12.75 x 79.75 4 2 4 2 12.75 x 78.7 4 2 4 2 12.75 x 79.75 4 2 4 2 N LL 83.7 5 2 7 4 2 3 83.7 5 4 7 4 2 3 83.75 4 2 4 2 83.7 4 2 'f 4 2 `� 83.75 4 2 4 2 0 °� O 87.75 5 2 7 4 2 3 87.7 5 4 7 4 2 3 87.75 4 2 4 2 87.7 4 2 m�� 4 2 m 87.75 4 2 4 2 -j 91.7 6 2 7 4 2 5 91.75 S 4 7 4 2 3 91.75 4 2 4 2 81.7 4 2 la. 4 2 fa 91.75 4 2 3 4 2 Q t0 95.7 6 2 7 4 2 5 95.75 6 4 7 4 3 5 96.76 4 2 4 2 95.7 4 2 O 4 2 95.75 4 2 4 2 Z 29.50 x 79.7 5 2 8 1412 3 55.75 x 79.76 5 4 7 4 2 3 19.00 x 79.75 4 2 4 2 19.00x78.7 4 3 a 4 2 19.00 x 79.75 4 3 I� z = 83.7 6 2 8 1412 3 83.75 6 4 7 4 2 3 83.75 4 2 4 2 83.75 4 3 4 2 83.75 4 3 oyl 4 2 W � z 87.7 6 2 8 14121 5 87.7 5 4 7 4 2 3 87.7 4 2 4 2 87.7 4 3 4 2 Y 87.75 4 3 ee$ 4 2 8 91.7 6 2 8 14121 5 91.7 6 4 7 4 3 5 91.7 4 2 4 2 91.7 4 3 4 2 R 91.75 4 3 = 4 2 O LL 85.76 8 2 8 4 2 5 95.75 6 4 8 4 3 5 95.75 4 2 4 2 95.7 4 3 4 2 96.75 4 3 4 2 _ 31.50 x 79.7 5 2 8 4 2 3 59.75 x 79. 6 5 8 4 2 3 21.75 x 79.7 4 2 4 2 21.75 x 79.7 4 3 0 4 2 c 21.75 x 79.7 4 3 4 2 •• • LL 83. 6 2 8 4 2 5 83.7 5 5 8 4 2 3 83.7 4 2 4 2 83.7 4 3 s 4 2 83.75 4 3 4 2 LL ••• a a Q 87.7 6 2 6 4 2 5 87.7 6 5 8 4 3 5 87.7 4 2 4 2 87.7 4 3 4 2 87.7 4 3 Cy d 4 2 d •• • V 4 2 O 0000•• • •• • 91.7 6 2 8 4 2 6 91.7 8 5 8 4 3 5 91. 5 2 4 2 81.7 5 3 4 2 91.75 6 3 •• � 95.7 7 2 10 4 2 5 95.7 6 5 8 4 3 5 95.7 5 2 4 2 95.75 5 3 W ±1 m 95.7 6 3 44 4 2 ev •••i•• • N a 33.50 x79.7 8 3 6 4 3 3 83.75 x 78.7 S 5 8 4 2 3 27.75 x 79.7 5 2 4 2 27.75x79.7 5 3 4 2 27.75 x 79.7 5 3 � 4 2 m 0000 • • r`x5' 83.7 8 3 8 4 3 5 831.7 6 6 6 4 3 5 83.75 5 2 4 2 83.75 6 3 4 2 a 83.7 5 3 F _L_L F • • 87.7 6 3 8 4 3 5 87.7 6 5 8 4 3 5 87.7 5 2 4 2 87.7 5 3 4 2 a 87.7 5 3 4 2 $ •••• •• 15 81.75 7 3 10 4 3 5 91.7 6 5 8 4 3 5 91.75 6 2 4 2 91.7 8 3 W 4 3 �' 91.75 8 3 4 9 0000•• • RR-1 95.7 7 3 10 4 3 5 9,'1.7 7 6 10 4 3 5 96.75 6 2 4 2 95.7 6 3 0 4 395.76 8 3 4 3 •• •• • o • 35.60 x 79.7 6 3 8 4 3 5 67.76 x 79.75 6 5 8 4 3 5 36.13 x 79.75 6 3 4 3 36.13 x 79.75 8 4 F 4 3 Fg" 38.13 x 78.7 8 4 4 3 •••••• • 83.7 8 3 8 4 3 5 83.7 6 5 8 4 3 5 83.75 6 3 4 3 63.7 8 4 p 4 3 p 83.7 8 4 4 3 • • • • w • a •e•••• 87.7 5.1 31 8 1413 5 87.7 8 5 8 4 3 5 87.75 7 3 4 3 87.75 7 6 4 3 ��K 87.7 7 5 0 4 3 ••••• 91.7 7 31101413 5 91.75 7 6 10 4 3 5 91.75 7 3 4 3 91.7 7 5 op 4 3 p 91.7 7 5 4 3 ••• i••••e tlC 7�r O •• • ••�• • • 95.7 7 3 101413 6 95.7 7 6 10 4 3 5 95.75 7 3 4 3 95.75-7 5 zvZ 4 3 aa 95.7 7 5 4 3 8 • • 37.50 x 79.75 6 31 8 4 3 5 71.75 x 79.75 6 5 8 4 3 1 5 36.75 x 79.75 6 3 4 3 36.75 x 79.76 8 4 6 4 3 4 36.75 x 79.75 6 4 4 77 •• • 83.7 6 3 8 4 3 5 83.7 6 5 9 4 3 6 83.7 6 3 4 3 63.7 8 4 4 3 83.75 6 4 4 3 IU 1/�• 87.7 7 3 10 4 3 5 87.7 S. 5 9 4 3 5 87.7 7 3 4 3 87.75 7 5 4 3 87.76 7 5 5 4 3 D �v 91.7 7 31101413; 5 81.7 7 6 10 4 3 6 91.75 7 3 4 3 91.7 7 5 4 3 91.75 7 5 4 3 95.7 7 3 10 4 3 5 96.7 7 6 10 4 3 5 95.75 7 3 4 3 95.75 7 5 4 3 95.75 7 5 1 413 A.LYNN MILLER,P.E. P.E.9 68705