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WS-09-0277�5osyt Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 107321 Permit Number: WS -2 -09 -277 Scheduled Inspection Date: April 29, 2009 Permit Type: Windows /Shutters Inspector: Bruhn, Norman Inspection Type: Final Owner: WATKINS, J HERBERT Work Classification: Window /Door Replacement Job Address: 1421 NE 102 Street Project: Miami Shores, FL <NONE> Phone Number Parcel Number 1132050240190 Contractor: ARCO CONSTRUCTION Phone: 305 - 892 -6507 Building Department Comments Inspector Comments Passed �U Failed O Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. �L_tn Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING RECEIVED Permit No. ju ) Ug "2:11 PERMIT APPLICATIO F r 2 & 2W Master Permit No. rw FBC 2004 I I rrwrw+..r Permit Type (circle) Buildin ) Roofing Owner's Name (Fee Simple Titlppeh��older) .t3� /ill 4% "' S Phone # 20 �O U� ✓" Owner's Address City 't�G +� - �h�--�'�'.�State Zip z / Tenant/Lessee Name Phone # Job Address (where the work is being done) 4:22 ; City Miami Shores Village County Miami -Dade Zip / FOLIO / PARCEL # Is Building Historically Designated YES NO--� Contractor's Company Name c- ry Phone # Contractor's Address R ( T_ City o _ N " -6A ,c A _z' State 45 - Zip :--3 Qualifier Name Phone # State Certificate or Registration No. Clr3"t _ / ,<S_b S] (, Certificate of Competency No. Architect/Engineer's Name (if applicable) �P�/� Phone # Value of Work For this Permit $ 02 ` Square / Linear Footage Of Work: 7 CJ Type of Work: ❑Addition ❑Alteration ❑New A Repair/Replace ❑ Demolition Describe Work: tJ 3 WIky11WS MA R5 * * *V* * *** * * **** ***Fees** ** Submittal Fee $ J Permit Fee $ l J� �� CCF $ D.bb CO /CC nn r � Notary $ Training/Education Fee $ V. Technology Fee $ 56 Scanning $ W Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ j See Reverse side -4 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address Zip City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspectio,* —<& not be approved and a reinspection fee.will be charged. /I � _-I Si O e or Agent l _/ Co ' actor The foreg in instrument as acknowledged before me thi� The foregoing instrument was ack ged before me this day of 2(1� , by �� n cF e- �LK�hr day ofd 20��? , by who is perso y known to me or who has produced who is perso mown to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: `,(JL L My Commission Expires: NOTARY PUBLIC -STATE OF FLO RID A My Commission Ex Vam-S ATE og jpRWA #! °.,,... Catherine A. Duffin Lathe �xxllII *xxx Expires: MAR. 07, 2013 ton #DD85784! ,,,,� •� //� ° Expires.' 7JAR.07 2013 $( �IDEDTHItUATLANriCBONDINGC 'A.,II7G ��y��7�` ��LADED2'HRnA''T. >�_^ .�'?�pi`t; . APPLICATION APPROVED BY: �%JL/ Plans Examiner Y p (Revised 07/10/07) Engineer Zoning f�94 flc''q�vyF� Miami Shores Village 10050 N. E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Expiration: 0812912009 rro�eci aaaress Parcel Number Applicant _. 1421 102 Street 1132050240190 Miami Shores, FL Block: Lot: J HERBERT WATKINS Owner Information Address . Phone Cell J HERBERT WATKINS 1421 NE 102 ST MIAMI SHORES FL 33138 -2621 Contractor(s) Phone Cell Phone ARCO CONSTRUCTION 305- 892 -6507 * of Work: of Openings: 3 iitional Info: ssification: Residential Fees Due Amount CCF $0.60 Education Surcharge $0.20 Permit Fee $130.00 Scanning Fee $3.00 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $4.50 Total: $138.30 Valuation: $ 1,000.00 Total Sq Feet: 0 Invoice # Total Amt Paid Amt Due WS- 2- 09-34067 $ 138.30 $ 88.30 WS- 2- 09-34067 $ 138.30 $ 138.30 $ 0.00 Avanaole Inspection Type: 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 all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. March 11, 2009 Authorized Signature: Owner / Applicant / Contractor 1 Agent . gtte � Building Department Copy March 11, 2009 1 wwll so 944%ril—l""M WINDOWSIDOORSISRUTrERS WIND LOAD CALOU LAMI �QPISS Please fill in the infortnatiOn requested: ADDRESS OF HOW HI(i j- K)jN1 OF ROOF EAvE HEIGHT OF ROOF BUILDING WIME BuILDTNO LENGTH In 3 ,ite, % from the nearest comer. specific 9W must show the distance of the openings Wind I mads per RFBC 301.2(2) ,Mewn Ro(vf Height ?.one 4 & Lff) +52.3 20' — 25' +54.7 301-20) 15OMPh exposure C Zone 4 zone 5 -65.6 -s6.6 -69.9 -59.3 -73.2 *zone 5 is any opening within the corner distance from any comer. . , - 1--, ---c u-;-,,+ i n v w;ath imit, nat leom than 3' *Comer distance is A r. invim 1 vtj, AMILEW. 0 CA4� T(AA I kt\)-p C)N;r:;, -?Ci 0Q;G W I NWW (SS' ") W i m -D 6ro ft(LD TGrT S-0 cooelmet-t% CaoV4 ex.,- ' 37f 95 f257 �WkktONS- • • • • • • • • rt ••• ••• • • •• tie: loa L 33) 3 FEB •• .. • .. T'Ei Tac P (' Itc,t1 etl:�5toT C566 A i AG1-1 s ''�1SJ9 -Zl� 77 . I • • • • . •• • .(3053 8113 -1" FAX(305)372-6339 NOTICE OF ACCEPTANCE (NOA) ••, ;•; Sv! ,N&1midatke.gov/buildiugcode PGT Industries .. .' :. 1070 Technology Drive Nokomis, n 34274 .SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dada County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to Perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series C -740 Outswing Aluminum Casement Window - LANLI. APPROVAL DOCUMENT: Drawing No. 7045-5, titled "Aluminum Casement Window, Impact", sheets 1 through 13 of 13, dated 12/17 /02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division, MISSILE IMPACT RATING: Large Missile Impact Resistant LARELING: 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 # 05- 1129.11 and consists of this page I and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08 -0117.11 r ir�aneC5UNW-M Expiration Date: May 22, 2013 Approval Dale: May 155, 2008 • :000: • ••• • • • ••• • :000: • • • MIAM"M 000 00 . •' • •' Mlni►�i- HA�,i�caviv�, FLORIDA � ' • • ' • •T'�a•DADE +R AGLER BUILDING BUILDING CODE COMPLIANCE OFFICE CO (RC CO) ' ' 0.* ; .. 14(6Wbft F1.A'GLER 4REET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130.1563 • • • • . •• • .(3053 8113 -1" FAX(305)372-6339 NOTICE OF ACCEPTANCE (NOA) ••, ;•; Sv! ,N&1midatke.gov/buildiugcode PGT Industries .. .' :. 1070 Technology Drive Nokomis, n 34274 .SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dada County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to Perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series C -740 Outswing Aluminum Casement Window - LANLI. APPROVAL DOCUMENT: Drawing No. 7045-5, titled "Aluminum Casement Window, Impact", sheets 1 through 13 of 13, dated 12/17 /02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division, MISSILE IMPACT RATING: Large Missile Impact Resistant LARELING: 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 # 05- 1129.11 and consists of this page I and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08 -0117.11 r ir�aneC5UNW-M Expiration Date: May 22, 2013 Approval Dale: May 155, 2008 • . ••• • . . ... • • • . . . • . . . . . ... . . .. . ... PGT Industries NOTICE OF ACCEPTANCE: : 1 MOEWtSSj%M1*A 0 00 A. DRAWINGS 1. Manufacturer's die drawings and sections. • • • • • • • • • 2. Drawing No. 7045 -8, titled "Aluminum CdVioeot 5Vtndo *, I$ipad:, sheets 1 through 13 of 13, dated 12/17/02 with revision "D. dated OW3A)$4 prepand by manufacturer, signed and sealed by Lucas A. Turner, 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 two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05110/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 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 two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05/10105, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05-1129.11) 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 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28103, signed and sealed by Joseph Chan, P:E. (Submitted under NOA# 03- 0611.02)" 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) 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 marred -up drawings and installation diagram of two outswing aluminum -'asernent '%8inc ows, prepared by Fenestration Testing Laboraton,. Test Rups t No. ri, 358-7 dated I0,"% (r', ;igmA :ind sealed by .'nse h fian. P. F" 034611.#) �T.ara3c1 �. 1'�ua��t ?�tttaioi �a3rraia -�r NOA No. L;xpiration Date: Niay ;2, 2013 Approval Date. IMay 15, 21001 E -1 •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• PGT Industries NOTICE OF ACCEPTANCE: iVIDEVCE W10*117'CED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air PreWare T.est,Lo"Iin ferriBC,TAS 202 -94 3) Water Resistance Teg4p r2l9Cj lAi 101.94 •. 4) Large Missile Impact Tot peg F%(!, f AS -9 • 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 one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 1013/02, signed and sealed by Joseph Chun, P.E. (Submitted under NOAH 03-061L 02) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 J} Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Find 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 three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under N0119 03-061L 02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11121/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 D. QUALITY ASST-TRANCE 1. Miatni Dade fltailding Code Compliance Office (BCC4). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butseate PVB Interlayer" (fated 01/05106, expiring on 12/11 /10. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Sut1ex 111G Clear or colored Inter°layer" dated 05/04106, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance. dated 12119/02, signed and sealed by Robert L. Curl:, P.E. 2. Statement letter of no flawiL;11 interest, dated 12/19/02, signed and sealed by Robert L.'Clark, P.E. C. OTHER 1. ie:ucic of Acccptaiice No. 05 -1 129J L .%luminci i (a.,cment Vii ndow - 1 _kl 1 L -2 isstar� t.�� Pt:1'T indilsitics ros'ti, rr`'� ,�� t -710 zpprf,tietil, 0`1/21 /0i,, exp� c_f1ji, � �; . r -- Mantle! Fpm PYt Product Cnxntroln liner ` OA Nol m, 47,11 I'Xpiration Ontes Inv 22, 2013 Approval Date: May 15, 2ttos V f: s KIiKhL 1f9 JV si1lt Wt ` . CONFIGURATIONS OPTIONS NOA DRAWING TABLE OF CONTENTS I; , NS SHEET �N I�NAI ED 6L AS_ J1 1t R S O (1 - j I i n L! ` r �. j 3 1 ( 1!-E , OTES . ............................... L,i_ F i C.t u a , 7 A � { 1 x „ ()F 1i�s HEA STRENGTHENED � x I r _.____- �_- I GLAZING DETAILS.. ................ € N , d� AN L�U FI t RLA s `F Gr SC Lt iA G? DUPONT PV13 — _ UNEQUAL Lit ES I ELEVATIONS 3-4 16 AWN EL t �,S IvIPRICrn ,2 - - I _. - c r- I A >T'r ? "N r .a p j DESIGN PRESSURE TABLES__ 5 -9 .J OF LITES OF Iiz3" - - - - —r-- i SECTIONS .... .............................10 L N +)t) 1 Tkn,.rVY "� R O3 j UNEQUAL uTtS i CORNER CONSTRUCTION......._. 11 1: i,1h NATEL, C S r d )P.RPRfSt=D OF 01 LITE OF 3 %16" k EXTRUSION PROFILES......... 11 -12 l ANN AL ED G,_ >SS AND (' i LITE OF 3 ib HEAT STRENGTHENED x o x urvEc�u�t Lir PARTS LIST..... .......................... 12 6 AS 14 AN 0' )„ °NTERLA PER GF SIOLUTIA OR DUPONT PVB. J F-7 .l \'- AN ............... 1,3,4 13' I I:1 !/ 16" LAMtNATEIC CLASS C;ONIPPiSED OF (2) LITES OF 3i16" )< - - -___� -TEAT STRENGYi-�EddEE; GLASS 1N; AN .090 iNTERLAYER OF - SOLUPA OR DUPONT PVb. � c 9'3,'1x," LG, r,LASS' Cl` MPR16EiD OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS CO%IPR!3EC� OF {''2j LITES OF 1/8" NEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. i F 13ilb" 1.G GLASS COMPRISED OF(]) LITE OF 1 /8" ANNEALED GLASS AND (1) 7116" LAMINATED COMPONENT WITH AN AIRSPACE, 7/16" LAMINATED GLASS C(XVIPRISPE) OF ( 1) LITE: OF '3,'16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. j 6. 13116" I.(, GLASS C'ONIPRISED OF (I LITE OF 118" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7116" LAMINATED GLASS COMPRISED Oil= iC) LITES OF 3 /16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER 2 CuNRGURAIION& x_, XX, XO, OX, XOX AND O 3 D,-_SiGN PRESSURE RATINGS /COMPARATIVE ANALYSIS TABLES: ri Nr+�ATWE 1?I 9GN L(DADS BASED ON TESTED PRESSURE ,4ND GLASS TABLES ASTM E 1300 -98. t PQ'_,1TNE DESIGN LOADS BASED ON WATER TEST PRESSURE. AND GLASS TABLES ASTM E 1306 -98. C, . DESIGN PRESSURES UNDER 40 P.S F NOT APPLICABLE IN MIAMI -DADS COUNTY I 5 e z i 0 Fi >R "X CONFIGURATIONS SEE SHEET 5 I E FOR `,XX" C0NFIGJRAT1ONS SEE SHEET 6. I F, 1 OFT. ; -q "XC3X" &"0' C i'ONFN�SURAT IONS SEE SHEET 7. � Comp -1 Tu. FOR �"'y -s "iCQA" "} tS" CSR' "OX" C{3NFIGURATIONS SEE SHEET 8. • •� r••rr• •••r•� 1 ,t. FOR 6NEQU.AL LITE `XOX "XO' & "OX' CONFIGURATIONS SEE SHEET 9. r••• i •• s •sj " >1 4. AN .HORAGE: THE 33 9r ' , STRESS INCREASE HA�S_NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOP* oo• - -- •• ••••�. -- -. ••••:JS ADDIJIONAL ANCHORAGE. iNFCf ATION. • • EA SILL: MAX. 4" FROM CORNERS ••••• • • •r•sr l� --_ —. MAX 4, & 7" ON EACH SIDE OF MEETING RAILS •••• •• s • N� MA':. "I4 e'2" SPACING ON VENTS •rr• y;,.,} •r�••I• r IAh 13 SPACING ON FIXED LITES • • • • AtJC t? ,S 3" APART AT h11D -SPAN ON FIXED i ,TE ONLY ••••• r 13• 'uike -r i :RCrM CORNERS -.._._ • r • s •••�• MAX 1 t SPACING m,,,,. (2) ANCHORS 3" APART AT MID -SPAN i ••• ti' °:' t •iii • ••�s a =:E S;H E.l 13 , C)R APPROVED ANCHORS. 114' TAPCONS OR 1 �4" SS4 CRETE -FLEX MAYBE USED IN CONCRETE OR WOOD APPLICATIOM • i ••r• • • <'D ,> C71iIEVE THE DESIGNN PRESSURES SHOWN iN SHEETS 5 THROUIGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS •.•r__-- ___I 'AVHEN ANCHORING VVJTH 412 SCRFWS. ` s8L3TER R'cCiLiIREC�IE vT NC7NE Rc OUR ED - t.. NAS R0* j0lN F SEALANT IS USED ON ALL FOUR CORNERS OF 'HE FRAME P�_f Li EN(;E TES_l 'R PORT S, FT L-3580, FTL - 35822. FT L-3587. FT! -3729, FTL4607 AND FTL- 4608. h NO I ES AND .TABLE OF CONTENTS ----- - - - - -1 ! :— - - -- , Y— —i)-- M /A A i—A— a CYG—._ N T _. _ Vl N �JV /.. %_._ ' /_. y %. _1 1 t a A X; 1'. n: ,W 7NTS 1 � GLASS 1V HEAT STP GLASS BITE ------------------ — 4x� 13/1(" 1— 5/16' LAMINATED COMPONENT 118" HEAT STRENGTHENED GLASS 318" AIR SPACE 1O�MEAT STRENGTHENED GLASS STRENGTHENED GLASS- ('443 118" HEAT GLASS BITE 44 NOTE: PVB|NTERLAYER|3BYO0LUlnAORDUPONT �'1 GLAZING DETAIL \� 5 .`� -- i-,_EA'�/RF_ms/+umEo 31116" HEAT � GLASS GLASS | 4 .65rNOM. �v GLASS BITE i / \*n/ _- 'L 7/10^ L�MiN 4TE� - _- .- � L A Z/DiETA iL L GLAZING DETAIL 3/16" ANNEALED OR HEAT 7116" LAMINATED COMPONENT STRENGTHENED GLASS AIR SPACE�±! .090 Pvs INTERLAYER 3116" HEAT STRENGTHENED GIL, M, 43) i I | U ! (46 �5"NOM. GLASS BITF= W7116" LAM! GLAZING DETAIL ~ " ° ° ° * ° °* ^ .. .~ ..,~~..~. m/, _ p—^~ /�| ° * .. * -o =pwm DENOTES HINGE 74" %IAX. ',ltP0T`t ANCHOR LOCATION AT HEAD & %AX. SILL OF "X" PANELS DAYUGHT LOCATION E I ANCHOR TYPICAL, SEE HINGE ')P� 4ING 1 1 )2" L. LOCATION TYP. DETAIL SHT 41 P, 71 TY 1 SEE MID-SPAN ENTL-5 1 ANCHOR DETAIL l�e Oil �� ' - �.4 I — 1 -- T' •4" MAX, X 4" MAX. 9 41 0 0 Mill Cl.c' VIV- SPA N AWMM DETAIL �-] P f� IT ; i! SEE MEETING MEETiNG RAIL DETAIL RAIL PETA L. 11 0 OEE SH#_. I N't-OTE 4) (SEE SHT 1 NOTE 4) ••••• •• • 0 0 4" MAX. 0: so • • • ••00• 0 0000 • • 0••••0 SEE MID-SPAN 4" MAX. 14 1f2" M 4X 0,C TYP ANCHOR DETAIL FLE"JAPON "S" - "'KX" TYP, (2) �w" MAX. WIDTH.-- 'SEE SFIFLz:7 7F _IRPRE��SURES', --- ANCHOR i t- OCATI ONS 30" MAX. 53" MAX. MAK 30" MAX. i (SEE SHEET 1 1 DAYLIGHT DAYLIGH T ---I r-- DAYLIGHT NOTE. "X" PANEL MAY SWING ft��Ifj 1N F, 1 11! IE R ( 7) 1 P I- C T;,',-) N _74� IN, �M NOTE 4) OPENING �'OPENING;, OPENING NIP SEE MID-SPAN ANCHOR DETAIL it! TYP_ (2) 69" MAX. DAYLIGHT 4� OPENING 13" MAX. O,C� x x ji X. 761, VA, 0 HEIGH, 4" 4' MAX. 13" MAX, O'c --- 1— 14 112" MAX, G.C. VENT HEAL) S ON, _ Y! 37" MAX 60"' MAX. FIXED SEE MEETING RAIL DETAIL TYP f4) VENT TYP. ELEVATION "A"- `XQX" (SEE SHEETS 7-0 FOR PRESSURES) t 4A ,13 e - I f "xx11 X "" "ELEVATIONS 1 [: ADOWNt FLOfAlll. 14 Of- f*-11iS ALUAYNUV CASE10ENT fv-V/1VD01/.�, JA11P4CT -A 14_ N7 • • • • • • • DENOTES HINGE 1-37 MAX. WQTH —f 30" 'Al [)T'- LOCA r!(--)N AT HEAD & 301, MAX. SILL OF "X" PANELS. ..— DAYLIGHT-1 7"AY! I(7117 OFFNING� TYPICAL. SEE HINGE OP - ENIN Dt TAIL SHT. 4 S;EF SEE I M I D-SPAN MID-SPAN ANCHO ANCHOR DET41L DETAIL MAX SHT. 3 69 SHT� 3 4) TYP� DAYLIGHT TYP, ( (2) {OPENING q V1, 76" MAX. 13" 13, HEIGHT MAX. MAX • x -Too O.C. • 0, 41' 00 0 0 4' MAX. • 0 jet 13" MAX. D.G. • 14 117' 41, M 4 MAX. MAX, O.C. AX, " - ELEVATION "D' - "X' ELEVATION "F (SEE SHEET 5 FOR PRESSURES) (SEE SHEET 7 FOR ORESSURES' HINGE LOCATED APPROX. IWRU 7 FLUSH AGAINST JAM, TYPICAL HEAD & SILL 97" MAX. WIDTH NOTE:"X" PANEL MAY SWING _30" MAX _17TION 53 MAX. IN EITHER DIRF HINGE LOCATION DETAIL I I DAYLIGHT - —1 DAYLIGHT OPENING OPENING Mtftl 4. SEE SEE MID-SPAN MiD-SPAN ANCHOR DETAIL ANCHOR — SHT. 3 TYP {21 DETAIL 69" MAX SHT. 3 X DAYLIGHT! TYP. (2) r OPENING x 41 ONA �kD1 131, HEIGHT SEE MEETING MAX. _T I DETAIL SHT 3 O.C. TYP (2) 1T' MAX. O.C' , 14 112" MAX. 0 C. VENT 4 HEAD & SILL ONLY 37" MAX. VENT 60" MAX. FIXED ---- j ELEVATION IT' - "XO" &"OKI' UNEQUAL LITE (SEE SHEETS S-'3 FOR, PRT-_SSURE,3,` -ICN CHA�L;E SHE[; T IVO. REFE-6EPICLS -O'� "X0"& .5 IF "N6t I.,A7400N NOTF5 It �;4 -------- MaX UM CASE&IENT AlINDOlIV, M4RACT rK �")Xj Cr tq T. TO 69' NTS o2?i7AV FN'. J - :*090 • • • • • • • • VIPARATIVE ANALYSIS TABLE 1. GLAZING OPTIONS: A. 5116' LAMI "X" VVINE)DWS IF ST S- 1 FTL 358, :7 B. 5J16" LAfvll E. 1311G LAW (118"HS 3!8t' SPACE,3115` LAMI VV x I NOTES: -o 1. OR !NSTALLAT!ONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRFSSlJRES IN THE ABOVL TABLES, USE ELCO 1w TAPCONS OR 1,14'SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. ,FK rypc - h.TO rA&CS I A 4 -1 PRESSURES- X CONFIG. WINDOOVS 'ACC CASEMENT 14,'INDOW, 11,4 PACT lU 6 REVISE ANCHORS A A L)�) 1l;'.Hklc;H7 4��P! 1,1V Pc t. D +7 Jz v7s! 5, HEIGHT "X° 31 36 383/8 43 48 50 518 54 57 60 =3 r cl 1) WIDTH NEG POS NEG NEG POS NEG POS NEG P S NEG POS NEG POS NEC, I POS N NEG F07,_ NF_k�i p0s NEG rlr�s I P: Os 19 t! 4*:?, -90,0 7U.0 -90.0 70.0 -90.0 _9�.o 70.0 -90.0 70.0 90.0 170 0 -90 0 70.0 -90,0 70.0 90.0170 -�-10 0 70,;) '99.0 70,L) -90.0 70f) -*)(',0; rW 7' *rg.E 1 7�_ 0 A, 0, 7'l 0 -of), 0 -21 E70 :70 W.0 _90 0 70.0 -90,0 70.0 -90.0 70.0 -MO 70.0 -90,0 M0 -90.0 70.0 .90�0 1 70 0 -90,Cl 70.0 -9,),l) 7f ,' !) -90 01 _90.0 70.0 -90.0 70.0 -90.0 _90.0 70.0 -900 70.0 _90.0170.3,` -90.0 70,01-90.0 70�0 -9M 0.0 - 90.0 7 f). 0) - 5 f-) cl �,I. 1 7() '14 2! 0. M 24 0 '� 6 B,E ,E -90�0 W:,P;,:)O.O 70,01-90,0, 70.0 -90,0 70.0 -9Q.0 70.0 -90.0 70.0 -90.0 70.0 -00�0 70.0 -9 00 70 r) -90.0; 70,0 ?0.1 70 -woj�70,0 TO C q C'. -90 01 X9.0 , , CO 0 70.0 -90.0 70.0 -90.0 70�O -90,0 70.0 -83�6 70.0 -79.9 70,0 -75.4170 0 -72.4 7n 1.) X, 1, 8 � 7 8 ll C 2 75 261; 713-2 11 t -90.0 le fJ' -*90 0 eo_li ivv 70.0 -9().o 700 -90.0 70.0 -9V) 70.0 -90.0 Mo -90.0 70.0 -90.0 17() -90,0170.0 -90.0171710 -gae ;o'o 7 0 -'4o'o o iz -90.1 � 490,0 70,0 -90.0 70,0 -87,41 70.01-77.6 70,0 -68.4 68.4 -63,9 63.9 -60.6160-0 -5-8.5 53.5 -50.2 56 -53A r3 4 .5? "3!.3 -49 1! Al 9 4 30 .3 J3 B ,E _90�0,; -90.0 70.0 -90,0 70.0 -90,0 70,0 -90.0 70,01-90,0 70,0,-900 70.0 -9D.0 70.0 -90.0 70.01 90.0 70 0 -9C 0 0 .90 01 7'J.V )c 70 Ti 32o As -90.0,4,0, .40.0 70�O 1 -86.3170.0 -81.0 70.0 -71.1 70.0 -61.8 61,8 -5p"q 58.(,) -56,1 5(3 1 8 53,8 -50 4 50.4 -AT7 4-7 -45 P 5 r, 14 L'4 1 4 2 e:- 2 8," -90.0,70.0 -90.0 70.01-90.0 70.0 -90.0 70,0 -900 70,0 -90,0 70.0 -90.0 70,0 -90.0 70.0 -90.O 70.O -90.0 70,0 -90.0 70.0 -no 1.6.01 - C, 8 7 8 70 1-3 4 '41 76 - 34** 3 7') 0 75.0 4�0.0 *-MO 70.0 -75.0 70.0 -75.0 70D -65,5 65.5 -57.5 57.5 -54.9 54.9 -51.8 51.8 -48.6 48,6 -45.2, 45,2 -42-4,42.4 E -75.0 70,0,-75.0 7 0 -75.0 70.0 -75.0,70,0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75,0 70.0 -75.0 170.0 -715�01 70,0 36 A dO, -75.0 70.0 -75,0 70,0 -75,0 70,0 -70.4 700 -60.4 C30 41-543 54.1,1-51.11 51.1 -47,9 47 9 -44.81 4,4 8 -42.2 i4 2 22 -397 117 B,E 1-7,5,0 700 70.0 -75.0 70.0 -75.0 70.0 -75.0 70,0 -750 70.0 1-75.0 70.0 -7:5.0 MC -75.0170.0 -75.�lj 4-4 _7_ 70.0 '00 -75.0170- I_,' .4- A 1 -75.0 70.0 -75.0 70.0 -737 700 -07,9 67�9 -59,0 59.0 -5 8 52.8 -49. 9 -46,4146.4 -43,5 4-3,5 -41 41 1 13 c' '381; 37 4 '5 0 700 0170.0 -7-5. 0 1' -75.0 70,0 -75-0 70,0 -75.0 70.0 -75� -75.0 70.01-75.0 70.K_75�01 Mo 5� �o 7 J) -75.0 70.0 TABLE 2- 2- WINDOWS TEST REPORT& FTL-1580, L 35d GLAZING OPTION- C. 7116" LAMI (3116"k.090,3/165"IS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72_ NIGH F-nc, n' 70.n' ABLE 2A. "X" WINDOWS TEST REPORTS: FTL-4607, FTL-4605 GLAZING OPTIONS: C. 7/16" LAW (3/16"k.090,3116'HS) 8.113/16" LAMI (1/8'A,AIR SPACE.7/16" LAMI-W/ 3116"A,.090.3116"HS) ALL "X" SIZES UP TO 37" WIDE x 76'HiGH x I NOTES: -o 1. OR !NSTALLAT!ONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRFSSlJRES IN THE ABOVL TABLES, USE ELCO 1w TAPCONS OR 1,14'SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. ,FK rypc - h.TO rA&CS I A 4 -1 PRESSURES- X CONFIG. WINDOOVS 'ACC CASEMENT 14,'INDOW, 11,4 PACT lU 6 REVISE ANCHORS A A L)�) 1l;'.Hklc;H7 4��P! 1,1V Pc t. D +7 Jz v7s! 5, ' —_- -_ TABLE 4 "XX" WINDOWS TEST REPORT'S FTL-3��82 | '— , | / | * � ' � x | p�a��°r � ALL "XX" SIZES UP TO 74" 1APIDE 63" HIGH | ! � ! | /--- - | 1. FOR INSTALLATIONS IN WOOD OR CONCRF--r E TO THE FULL DESIGN PRESSURES IN THF ASOVF TABLES, LISF 1-LC0 !w` TAPcCINS OR ) lw^so4 CRETE-FLEX ANCHORS | x /p INSTALLING WITH 0o SCREWS, DESIGN PRESSURE /eumrcoTooy��s�= ^ _ --1 AL UAflNUAf CA SEiVEN ` - �mPA / —� ^u� | u"+^u,=' °"°' [~��[�,mv Mr�/ D HEIGHT 0 2F*o 31 36 38 18 4.3 43 50 5id 54 57 1301 Xi'l a G 68 A 50 00 -75.0 -150 70O -75.0 70.0 -65.5 65.5 -57,5 575 -54,9 54.9 4 -2 4 2 12" L170.0 | '— , | / | * � ' � x | p�a��°r � ALL "XX" SIZES UP TO 74" 1APIDE 63" HIGH | ! � ! | /--- - | 1. FOR INSTALLATIONS IN WOOD OR CONCRF--r E TO THE FULL DESIGN PRESSURES IN THF ASOVF TABLES, LISF 1-LC0 !w` TAPcCINS OR ) lw^so4 CRETE-FLEX ANCHORS | x /p INSTALLING WITH 0o SCREWS, DESIGN PRESSURE /eumrcoTooy��s�= ^ _ --1 AL UAflNUAf CA SEiVEN ` - �mPA / —� ^u� | u"+^u,=' °"°' [~��[�,mv Mr�/ D • • • • • • • • 4:004 G� - )NIPARATIVF ANA; - Y' bIS TALALE 6. O'X, it' ST IT � �,�54 I CLAZiNG 0PT!lDj%4*3* A 5116' LAMI (1 r8`(\ 030 B 51 "h' LAM! (I !S'P.S, 080,1 IF! � ,,I C 7116" LAr,11 : LAMI liTA AIR Si`Af,;E il F' LAMI-T,t,' H L IG yi WID THS 26 .31 '46 38 3IR .43 48 NEG OS i4E�GPfS 50 518 54 NEG Pas cG 57 FG I 50�� rici o i E GT�,Y-, .,t X T-) GrT _NE POS 1160 P6S 3(-, -75.0 7. g�f 750 7110 `jA 60.!� .54 54 3 -51 1 51 1 4 7 ';! '4 4�71 cA 0 -414, - 1 4A 7Z� 42 , �114 �,W_! 6 7 7717:5P _36 . 6 "5 t i 700 -i5k)T 4rxTli, 7u-1 710 1- _�,3.41 -�5.0 -�lg 0 -%0 I M 0 0 70 1) -75.0 �71 0 7c o 0 -Q 7.5 .0 1 70 -9001 70. 0 41.1141 - _60- 7��jT .73.71 70 �l -90 10.0 67 9 7,3 1) 61.9 1 70.0 X7.0' 59J_5�'.8 -7-6-0- 528 -,4-0-0 _49.9 7-0, Q 0 49.9 -4Q.44 P10 464 90 0 -43.5 70 0 43,5 37 •v• 4 P. r -7S1 70 0 15,') 70.J C 7011 -750 7, 9 0 -750 700 -75.0 730 -75 0 -75,01 70.0 -15.13 70,0 .75 1), 7G C� -750 70-G- _�T 10_[!90.01 7U 0 _��T 7) C -DO., _�O 0 �E.0 70.61 - -�Q.0 70.0 -90.0! M3 -�Q 0 Too - Mo - 90 0 .5i 700 3 55.0 I :'K, 5.0 .9 lo A .750 • • • • 77 J 70 0 -75.0 -Fo T j- 7 78 700 -75.0' f B _!-2 1 70.0 -75.01 231 70 Q -5, 7 55- 7 -49 8 498 46.9 46 3 -436 1435 -41 1 411 2.6 138 5 36 5 70() f) -750 7011 -75, 0 700 - 7C�Q 70.0 -75.0 M0 -75,0 0.0 -7501 1'0.[) �b Q -1 tl.e C. 70 0 -90 0 70.0 0 fl, 7 0 -W,O 7 -90 0 00 70.0 -90.0 70,0 -90,0 7 040 90.0 700 -874 - - A -75. N 00* -75.0 , ) 0 62 41, C 62A -5S4 58.4 -03.3, 613 -56A 55A -53.4 5341 -,T,O, 50.D -46.9 46.9 -443 44.3 -41.9 41.3 4 • • 6,5 -74%.ii'i '75.0 70.0 S �07(�j '5 0 M�0 7.5.0 70.0 -715.0 700 -76 0 70.0 -75.0 70.0 750, 700 -75,0 70.t) -.7r ,.[I 7fi I L • - ,Q Q �-W,0 _17 70 0 -90,0 70�0 -90 0 70�O -90,0 70.0 -90�0 7 70.0 -90,0 70.0 -90.0 70,01 -e4,5 70.0 -79717(.0 -75,61 70.0 -55.D11 �,5.0 -55.0+ �,5 0 -` s'' f) 45 4 *0 A -75.0 94 B.E -761T WO.0 10.3 70 0 -58.0 58.6 -54 . C, 54.6 - 59.3 593 -5�3 6 53.6 -50.9 50.9 -47-51 4T. -44 7 447 -42.1 _42 1 -19 7F 1 70 0 -7rjD '45.0 700 -75.0 700 -75 10 70.0 -75.0 7 70,1) 70.0 -75.0 70.0 -75,0 70.0 -7.5.0 70,0 -75,0 70.D -75.0 • • qb -90.0 70.0 -qO.O MO -90.0 70.0 -90,0 70-11 70.n -90.0 700 -88.2 70,0 -81.8 -70.D -76.9 70.0 -72.4 70b -69,2 61,12 -55 ol (I 4.#-16* A 150 .0 65.01-543 543 -511 51A -55.1 551 -91.4 51.4 486 486 -45.3 45.3 -42.5,42.5 40 4 40A -394 38.4 413 8,E -75.0 70.0 -75.0 70.0 -7U 70.0 -75.0 700 -75.0 70.0 -75.0 70.0 -75,0 70.0 -75.0 1,0,0 7&0 70,0 -MO 70,0 _75.0 70.01 C;,F -9040 70,0 -90.0 F7O. MO -900170,0 -W 0 70,0 1 -90.0 70,0 -860 700 -80.9 7001-75.0 70-0 -673 673 -64. 1 64.1 A -75.0 70.0 --60,8 60,8 -513 51.3 48.3 48.3 -52.7 52 7 -48.7 467 -46. 9 46.9 -43.5 43.5 - _--17 37.4 50 IQ 101 -5.E -75,0 0 70,0 -75 0 70 f, -75 ') MO 75.0 700 75.0 70,t -7�.6 T -75,0 0.0 50 70.0 -75,01700 �63 L563.5 700 5 2, 1 M I C,F 9 00 A -75.0 - I r,-16 3� 9 6JE 750, 5 0 70.0 -90,0 -6 70 0 r i 0... -759 70 0 -90.0 7 1 -48,7 5 775* 70.0 -90.0 487 .41i 4 700 4F� 4 90.01 -50.0 M0 -81 2 50 0 -46 1 46 -75�7 �44 ? 70.0 -713 442 4221 70.0 422 -Grm! 66 8 -401 4t 'e, 0, �a 0 -36 9115 515 11! -C.- L 6115 2 6 4 r3 4n.6 -75.0 1� 1) 75 D -7- 00 7,Eo 70D -7; 70 0 -75.0 170.0 -75 n -7501 70.0 -72 41 Gj- -90.01 70,01-90,1) 70 0 -9001700 -010f) 700 -88-6 70,0 -76A 70.01-71 1 700 -66.5 M5 63.0 63.0 -600160.0 -57.', 157 3 f�, 2 A -75.0 F75. 70.0 -�,.8.2 582 -479 ��4 479,-445 44.5 -49,1 49.1 -45 �3 45.3 -434 43.4, -41.9, 41.9 -78! 39'8 V 6' 3- 6 -Xi 35.9 5A 108 - iO 0 75 0 5,0 -750 70,01 75 0 70 0 -75.0 70 f) -75.0 70.3 -750 70-01-75-0 70,0 -7,,.0 70,0 - 75 0 70.0 �9 ID W ") 'o 7-) -6 i 6 -90.0 TO-0 �i9 -750 70,0 -70 1 70.0 �635.4 65�4 -613; 61 A �99 1 59 1 i, s6 4 - �52,11 52 P . - T--"- - - , -4,14141 A -4, 4F 55 112 A -75 D 111 MO -57,1 "1 .75 Q 57.1 -46.4 -75 70.0 o 46A .43.3 -5, )o 7', 4'5,3 �FG.0 -75.0 475 -43.'D 47__ 70.0 -75 0 43-D 70 0 412 .75.0 42.2 .4j� l3 5 70V •7 �7 403 6:�; -)91,4391 75 Q :0 0 ?7 113' -74.31 2 70.0 '35 .70 8 2�5 4 70 0 1 1 0,F -9&0 A -75.01 70.0 -90 0 70.01-56.2 170.0 -90.0 56.2 -44.8 70.0 -90 4-1.6 42 1 - i0_0 42.1 - -a3 -46.2 F 0.01-72.5 46.2 -42 5 70.0 5 42- -68.4 Al2 68.4 -63.6 41.2 -39.8 616 39.8 7FD I G 0 � 1 -57.5 -315.7 57.5 361 -541 -34.8 34.1 - I -48.8 :41�58 f 57 57 114 -5,E- -75.0 170.01 -75.0 700 -75.0 70.9 -75.0 70.0 45.0 70.6 -75.0 r 7�_ � ;F i,5 .0 - 70.0 -75.0 70,0 -75�0 70.0 -73.3 76.D _i9 cl C,F -90,01 7U ,O 1 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.8 70.0 -70.7 M0 -66.7 667 -61A 61Z -5871.587 -55.9 55.9 -53,2 53.2 -49,4149,4 45.2! 40 AT-74 2 70 0 -55,f) 550 -4'1.4 43 4 -4' U 9 40.9., 448 .41-3 41 � 3_ 402 M�7 38.7 �, �6376 -361 36. 1- -342 3.4.2 M I.Q, 117 AE -75.0 50 �15. 0 76.6 76.0 5.0 ll��2, 1 -14 70.1 _40.2 -75,0 70.0 -75.0 70.0 - -MO 70.0 -72.2 70.0 -634 584 0 C, 0 -70.0- 70 0. iO.6 KO 701.0 -910.0 7� '01 -69.0 60 0 -64.9 64.9 -604 664 .57.31 5i .j 451 5� 6 J'61 6 ll�FS -43 F� 43 -1 4 1 '71 A 72,9 70.0 -534 53.4 4 2. 422 -39 �7 397 43.5 435 -404 40A -39213921-37.6 37 6 -364 f34' 120 BE .75 .0 700 -75.4 70.0 -750 700 -750 70.0 -7F,O 7Q C,F W 0 '70 0 .9010 -90 '/Q 0 0 0 700 90.0 7n n 70 0 -J ilTABLE 7 "0" & li4- V2-1,!4XQX' WtNoo_ws M6TRLP(3!ol �Ti 3580 f,LAZfNr. OPTION' D ALL "0" SIZES UP f`O 60" WIDE x 63" HIGH AND ALL "114- 17' -1/4 XGV SIZES LiP TO 120"WI66 x 63" H! G1 90.0 PIC, 11 TABLE_ I 7A, `EST R[-*PQRTS__ T ;LAZING OPFION§. �TA_Z D ffli� LAMI k3116 NS, 090 31161AS) G ALL "O" SIZES UP TO 60" VVIDE x 76- HIGH AND ALt14-1 12-54 XOX• 81ZES UP TO 120"AMF x 7f)" t+CH -55o I NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN I HE ABOVE TABLES, U-'-'E Ef-(' 0 1,4" TArl(--; ONS j7lF2 14" SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DE&GN PRESSURE IS LIMITED TO IBcI,fj P.S.F. ------- F K ADD GIA.�,; T)-pr r -ro rAsu.: ii 0 & 1,4 XGX CONF�C,� �YIAIVOW, I l7c; TE, �V,)l '_"), rsqlttz AL UWNUM CASFMEN 7- WINDO V7, IA 70,1� i-T A�Ll 7r, HT 017j,�,N g, o t3o)L 5 ma"r_ --- ✓ _-_ - NITS �9 71�4 F.X_ i "dam JNU X i "dam JNU • • • • • • • • • COMPARATIVE ANALYSIS TABLE B. "Xi ?" OR "OX" & "113- 1I3 -tr "3 X00, 'JdiEti'DCM5 Tr =:�T �'nR' = Tl-- :?5i�7 •••• GLAZING OPTION. A. 5116" LAW 118 "A, 090.118 "HS) •• HE IGHT "X�X" 2.1 31 35 38 318 43 48 50 5!8 54 JHT" WIDV�IIDTH i ,NEC'i POS NEG POS NEG POS NEG P0.S NEG Fr6S NEG POS NEG POS NE Pr�S NEG K' S NECK po," 3 r S5 112 A - 5. 70.0 - 75 0 70.0 -75.0 70.0 -75.01 ? 0 0 - 7 5.0 70.0 -75 0 ?0.0 -75 "' 70 0 -75 0 , 70 3 - +) C- n r, 4s • , z ,� -�.n 79.n -75.0 70.n - , fl 7c, o -7501 , ?a.,, -7s � 70.4 -75.0 ' + �J.o - �. 'n o -750i rat � 49 11� •74 A - 5.0 70 -0 -75.0 70.0 -75.0 70 4 -75.0 70 0 -7 5.0 70.0 -75.`0 70 0 -75 -i 70.0 -75 0 � 70 0 -75 0 A 71 -, 1 5 r, L.i� 53 1,(1 •': 213 rZ`�� 700 75,0 70.0 -75.0 74.0 -75,9 70.0 -75.0 74.0 -75.? "i 0.0 -7.5 01 70.0 -,501 70.^ -i 2 -- 1 - %0 ') _rocs y 5 �- 56 84 d�• 94ti 4 70.0 -75.0 70.0 - 7_5.0 70.0 -75.0 ' 700 -75.'0 70.01 -7 5, 0 70.4 -71.9 7 0.0 61.7 C7.7 _rj4 9 777 tai P2 62' -" 1 r'.0 a 60 •• •BO •4• i.O 70.0 -75.0 70.0 -75.0 70.Ll -75.D' 700 -7.5.0 74.0 -68.4 68.4 -63.9 63.y 60.4 6. -..5 S 56 56., 5?4 )i4 64 • • •�i6 !A i 0 70.0 -75.0 70.0 -75.0 700 -75.0 711.0 -71 1 74.0 -61.8 61.8 :58.9 5€3.9 -56 i 561, 5_ 3 R ! 53 8 67 V•a • r-�75 ••101 A' .9 70,Q -75 0 70,0 -75.4 70.0 - 75.0 70.0 -636.4 616.4 -58.2 58.2 -55.6 55 6 -52 6' 52.6 -499 ' 49.4 -45 9 45.9 41 43 1 318 A .9 79.0 • 75.9 70.0 -75.4 70.0 -71.8 70.0 61.9 61.8 -55.1 `51 -51.9 51.9 • "48.9 j 48.9 -45.8 45.8 -42.13 42.B -40. TO 72 108 A -750 700 - 75.0 70.0 -75.4 1 70.01-704 700 -61,1 64.4 -54.3 54.3 -51 1 51 1 -4791 47 cp .448 44,9 -422 42.2 -39.7 39 74 111 A -75.0 70.0 75.0 70.0 -73.7 70.0 -R7.9 679 -59.0 59.4 -52.A ! 52.8 -49 9 49.9 -46.4 46 4 -43.5 43.5 -4' 1 41 1 9- _x 0 cl x TABLE 9 "XO "or °OX" & "1/3- 1/3- 1 /3XOX" WINDOVdS TEST FEP&R-,,: F7L :158' i 1 "L -3 "Z9 GLAZING OPTIONS' B. 5116" LAMI (118 "HS, 490,118 "HS) E. 13116" LAMI (118 "HS 3 /8" SPA(_'F_.5 /16" LAMI -VP') 1/t3 "x15,.490. ? /R "Ncj t +, ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "113- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 61" HIGH r TABi.E 10 - _ °XO" or "OX" & "1/3-113 -1/3 XOX" WINDON,'S "ES, REPI,- T FT+ 39" GLAZING OPT9ON C. 7116" LAMI (3116 "A,.090,3i15 "HS) ALL "XO" OR "OX" SIZES UP 1 "0 74" WIDE x 63" HIGH AND ALL "113- 113 -113 XOX" SIZES UP TO 111" WIDE x63'* HIGH Loo a 1 7o (o �! TAP.i_E 1 C "XO" or "OX" & "113 - 113- lf3XOX" WINDOWS TEST REPORTS. FTL -35 60, FTL -4607. FTL -461)8 f GLAZING OPTIONS: C. 7/16" LAM (3116 "A,.090,3 /16 "HS) F.13/16" LAMI (118 "A,AIR SPACE, 711 S' LAMI- W13116 "A,.494,3116 "HS7 ALL "XO" OR "OK" SIZES UP TO 74" WIDE x 76' HIGH AND ALL "1 f3 -1f3 -113 XO K" SIZES UP O 111" W! DE x 76" 1!IGI1 NQTES": Q 1. FO CRET FOt ANCHORS. INSTALLATIONS WOO OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES. USE ELCO 114" TAPCONS OR 2. IF INSTALLING WITH #12 SCREW'S DESIGN PRESSURE IS LIMITED TO 69,6 P.S.F. TWE ) 0 TAPS. , A 1 r T s� rt ___ __� n a rFawaoiv;vrRrve �R SURE : Xf�. t?X c4 3 1!3 1/� ti.7,X I co Ul /._ titer C . i -{ 1 ALUMINUM CASEMENT V) WDOW AIPAC �! rip �� ...._ V �r ..... _.i :.._ ,cH _Ll "1702 .._. .�.!.__.... _. .L._ M ": I .j s. • • • 0.000• • • • ,OMPARAT r'JE ANALYSIS TABLE 11 cr,,nX,, UNFQMA' UIEWNDOIN� FTI. -dR'J17 11-A'1'011 R, Slln'LANII ('90 IA"HS) 716" LAM! ("I" 6"A' 034 6"1-13) 13116" LAW (113"!�.AiR SPACP 7j!f" LA%jI_,,V/! 6"A jl)'�� 3�11C HEIGHT 39 308 41 46 50 5le 54 51 513 5� X. I N FIXED NE�FP��S NEG PO Nl=- �S 74 _FGTP_0S N G P-Y', 74F POS NEG Pos NEG POS KLG -'JS F.-'7 FF:F5-s E '-'7' E �j I • c'q 31 014 1 000 • *A . '5.0 M.0 75.0 T70 0 -- 7 7 -74 1 0. 0 7Q :.:6:4:k L1,4 7 -5, f:'o 0.0 -5.1 Il 58.1 _56 11 F6 n - 7`'_0:70.0 75 fj -90 0 70.0 -90,0 1 3- 70 -'7 0 1 7,_� _7k7loll -7-n7o 7- _511-1i t' 77,7 5 5 0 1 51 SC�, F o90.0 70 0 17 u .5, �.o 710 -75 0 �.O -90.0 7.10 50 70.2 -20.0 7 0 71) 7501 rj700 75 0 00 54.0 �O 0 -e'50 -�O n In 70^ 170 0 • • 70 0 -69T769 1 -63A 634 5 56 5 -50 41 '0 4 -415 47.5 -44 11441 4 1 4 21 'n.2 3n.2 - 3 F), �4 a') .3 FHr, 9V, 426 38.919, • • 0, E0 -75 -90�0 7�� 7fj 7 -90.0 -759 7110 -90.0 7().� -710 70,0 -9 0 ri 1z' 70 T, TS 7�� 7 0 100 -'3,J 0 0 0 F73 -75 ')1 7 -913.0 ;41 7, _�o .. G_q 1-70.0 700 -75.0 7n'o -75 0 -90�0, 0 0 ill 4 (17CT__7�7Pj 76.3r-n T-,,() o' 77 5 1 5 *06 �F A -75.�) JA -7 t). 0 -50.9160.5 H951 -57 2 F510 7 2 -62 1 62,, - 5�5 2 55.2 526 525 -49-114.41 44 13 -4 21 46.2 -4:,,s 4 36 1 -41 - 41,1 95.51 � •2700 9v • 00 -75.0 -750 _910 _i_oo 73.0 -75 3 700 ' 70.0 -15,0 �0�0 70.0 700 - 75 G 1 70 0 -750 70., 0 70 -_,-X 5 -7 1 cTo- - -90,o 7110 -�O. ol o . -(JQ 0 70 ljo 1) 70.0 -90 0 1 7r) 0, -90.0 700 -87.0 70 0 -81,9170.0 -7 21 70,0 -1- .. -- 7, -!�� ;0.0 -, 0 - 04 -i-- •*0 700 -53,515)5 -50.4 50.4 -54.5 54 5 -50.7 50 �, LiS_? 4_8_2 -44,19 414 lq -42210 42.0 -40 1 -3 8 0 1 8, 0 108340 300 46.4% "o 7_561 76o 0 700 -75 0 70.0 -75.0 ?0 0 -750 -5 700 -750 70�0 7�0 -75 0 L 70.0 _75,_ -? 5. 13 75 70.0 -75,0 L410) '1 7 7() _d • • • • 200 70,0 -90.01 70-0 -904) 'o. 0 70.0 9().0 700 :84 7 0.� -79 -79 6t7 0 0 70.0 _ 3�6 7 -73�6 .0 0 _69 7 -697 _,56 3 69 -653 691 6, 66.3 '3 -63.1163.1 5-5 0� "T 5,5 55 5 5-2 • • A �-75.O 70.0 -492 499 -45.8 2, 4 E6, 8 -51 3 6 513 :E 4, 47-4 :�3 5 45.5 -42.7 42.7 -407 40.7 -38.6 11.8,6 -365,36.6 • 115.092 3,34 61 -89? • Poo 3,E -750 0 F -90,0 70.0 70,0 -75.0 -90.0 .� _j5 0 7 50 ol 70.0 1 -90 0 70.0 776 (). ') 6 70.0 -90,0 70.0 70,0 -75.0 -7W6 70.0 -75.0 0 -732 70.0 70.0 -75.0 -66.3 700 6133 -75.0 -64.8 ) __, 700 _i D 6 _61 64.8 -61A 70.0 614 - 7-�77�3: 70 0 �58'8 8 8 �_S_o -5&8 58.8 55_0 55.0 _56 'T�o -50.9. -4, 4 A .750 70.0 -47.1 47.3 :-44 0 44.0 46AI 48.4 -447 -42,8 423 -41.4 41.4 -39.5 39,5 -375 37.5 -317135.7 122 33.687 54.627 g _ -.0 ,E -75 _�_ 0.0 - -75.0 - �70.0 -75,0 70.0 -75 1) 0.0 -7.50 _44,7 70.0 -75.0 700 -75.0 700 -750 70.0 -74.9 70.0 -71.4 7G.0 C,F -900 70.0 -90.0 700 -90.0 70.0 -:is-i 700 -74.0 it). 0 -69.4 6,94 -64.7 64.7 -61,0 i 61*_0 -58A 58 4 _5 55.71 '15.7 -52 1 727 I-T6 414 6 J-7 A -75.0 7C 0 -46.8 46.8 A-413,16416 t4_79 47,9 443 44.3 -42.4 424 -41,1 41.1 -3!) 3139.3 -37.3 37.3 -15 1' 35,5 123 ll,,, 34 55.135 8,F -750 -, c 0 -75 in --, 51 -mo -750 70,0 -75.0 70.0 -75.0 70.0 -75.0 700 -75 5 0 i 7 0. 0 -746 700 •71 01 D _51 C,F -90.0 70,0 -90.0, 70 0 -900 70.0 -85.0 70.0 -731 700 -698 58.8 A4.1 64Jj-50 5j60.5 -57.9,573 -5521552 -51 51 5 74"+ A -75.0 Ov 70. 0 4 5 5 5 4 5 5 416 42�6 -46.7 "' 7 46.7 .43.1 43 ' 43.1 -41 6 43 ' 0.6 -402 40.2 -38.71181 -36.9 36,9 -35 0 35.0 '26 0001 34.791 56,418 8,E -75.0 700 -75.0 70.0 -75.0 70-0 -75 0 0 700 -75.0 A _:7�O 70') 70.0 45.0 70,0 7777 700 701 ",).0 C,F -90,0 700 F41 goo -90 0 70.13 -90.0 70.0 -82.8 'o 0 70,0 -71.3 10.0 -67.3 67.3 -615 62.5 -59 ')' 59.2 -515.5 56.5 -53 8 i 53.6 -50,11501 -458145P -43.1,11 43.0 130 76P98 58.209 tz 4.4 1) 0 _a I_ -A 3.6 436 1 -45 1 41.2 A-5-1 1 451 -41.5 41 5 -40.4 4 15 40.4 -B5.C� 38.9ffttt 73 2. 362 -68.9163 6, 13,E •75.0 70.0 _75.0 -75.0 70.0 -75.0 70.0 -75,0 7 70,0 6 -75.0 #-41.4 70,� -75,0 70-0 -75.0 70A -75.017,10 F2, 4 70.E C,F -:iOO 70.0 _90 0 -90.0 70.0 -90.0 06 -iS.9 70 00 0 -693 693 .65.3 6 5.3 156 57. 0 157.6 -54 7 54.7 -4f =14�,T 4 2L -t I �l Al q A -74.3 700 -43.5 4*1; 5 -41,0 41,0 -45.0 45,0 4t4- -40.3 403 -313.8 38.8 -37.6 37�6 _36 1 36 1 -34.3 u, a 130378 36 58 '478 775 �0.0 -75.0 . -75.0 700 -75.0 7 0.01 -75.0 70�O -75.0 70.0 -75.0 70.0 -723 700 58.5 68.5 C,F -90,0 7 0 �0_ 1' -90,0 7C.0 -90.0.70.0 7 "'o LL9,6 -691 1 69.1 -66� 1 69.1 55.1 -60.5 60.5 -57A 57.4 -.546 546 -rl 7, 7 511 -48,0 48,0 -43.8 43.8 -41,8 4' A -729 77001-42.2 42,2 -39.7 39,7 -43,5 �Z70,0 43,5 -40.4140.4 -39.2 39.2 -37.7 371 -36.7 38 .7 • 1-5 1, 35.5 -33 7 33.7 114 37 60 8,E -75!0 70.0 -75,10 700 -750 70,0 -750 70,0 -75.0 � 70.) -75.0 70.0 -75.0 701 70.0 -674 BT4 C,F -90.0 '7io-06 -9 .. 70-O 796-6 --z= 530 -5a) 50 1) -TTS 33 1 8 112.8 .S 4 . 7el "XO'&"OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND T1 is FIXED WIDTH. ---- wx-al 1 11 --WIN- IT-ARLE 12. OX" D GIAZfNG OPTION, U. 7115- LAM( (3,'16"HS,.090Jf16_H,5) I ALL _x6k �_Izcs Up TO 1-34" MAX, VENT WIDTH AND 60" MAX FIXED WIDTH AND ALL'XO` of "OX" SIZES UP TO 97' WIDE x 53" HIGH WITH 37" MAX- VENT WIDTH AND 60" MAX FIXED WIDTH TAKE 12A �Xo`,r"OX` & "XOX` UNEQUAL LITE 'AVl NDOWS TEST REPORTS: F-1-3530, FTL-4-607, FTL-46Qf GL471114GOPTIONS� D.7116"LAMI(3tl6"HS,.O9C.Ni6"HSi G. 13116' LAMI (115"A.tMI2 SPACE,7)18'* LAk4iAAJ/ 305"HS_090.3i!6"HS� L - 5 li '�L "XOX'* SIZES UP TO 134" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH 60- MAX. FIXED WID-TH AND A0, 'X0" or "OX" SIZES UP TO 97" WIOE x 76" HIGH WITH 37' MAX VENT WIDTH AND 60" MAX rIXED WIDTH NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES USE ELGO 114' TAPCONS GF, 1/4'SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE t9 LIMITED -"-0 69,6 P.S.F. 51.13 8 101:1 ( LASS I rPF r 70 rAaLF 11 PRESSURES- UNEQUAL CONPG. ()X XOX: K I 1'rl r NO CHANC,Et THP4 SH04-. r NLIKOMI FL 34, I rd 15EIVENT WINDOLIV- 111PACT i �T ALUMINUM CA ul 4ANCL APJCK,4?S AND ADD 76" HF.A-, 14 T OF1 TION 3,,)X 1 r J, 77' M1 }TS- __ _TS-L." � 4- • • • • • • •• ooi�-o • 1 • 0000 • • 0000•• •o 4(no 7) V 12) 3 41) REFERENCE `XO"&"X0X` FRAME 2� 141 P-F d 'ASSEMBLY DETAIL, SHEET 11 i'1331 NS f. -Y DETAII., 4 MAX. VENT MAX, FIXED LATE DAYLIGH T- DAYLIGHT OPENING orENING {SEE SHT, 3) (SEE SHT. 3, MAX. WIDTH I.SEE SHY-T) HORIZONTAL SECTION - X "XX" 7PA�,T-. P1EF--EPFNCF, Ell -,11311 Y r�FTA!t SH_ -I.- f i 1 •o 4(no 7) V MAX. HEIGHT (SEE SHTS. 3 & 4) i , 46) Ag MAX VENT DAYLIGHT C)PENIN (SEE SHT, 3) MA.X. WIDTH (SFE S14 ' T HORIZONTAL SECTION - X11, MAX, DAYLIGHT 0')PNING FIXED & ;A 40 OPERABLE VENT MAX. VENT f SEE SHTS. 3 & 4) T OPENING J !—DAYLIGH (SEE Si 4) 1----MAX. WIDTH (SEE SHT,4) HORIZONTAL SECTION - X (46) 12) 3 41) 2� 141 d 1 Wk MAX. HEIGHT (SEE SHTS. 3 & 4) i , 46) Ag MAX VENT DAYLIGHT C)PENIN (SEE SHT, 3) MA.X. WIDTH (SFE S14 ' T HORIZONTAL SECTION - X11, MAX, DAYLIGHT 0')PNING FIXED & ;A 40 OPERABLE VENT MAX. VENT f SEE SHTS. 3 & 4) T OPENING J !—DAYLIGH (SEE Si 4) 1----MAX. WIDTH (SEE SHT,4) HORIZONTAL SECTION - X (46) VERTICAL SECTION OPERABLE UNIT P 11*251D.? 1 9 =7 F ;J/ 71102 AC'(*) ?3. rr 1 ', GLA7Wf, HE'AR'T,, 74 z7ff:'7 5117' W. W7 AN") ALT- (EPT li.-* VERTICAL SECTION FIXED UNIT ECTIONS ALUMINUM CA SEA4EN T WINO 014,, 04PA CT A an i NTS iQ i 1-l)45-9 D oft)u, —o,vwep w4smi" "r. -11, *, �,4 2� 141 d VERTICAL SECTION OPERABLE UNIT P 11*251D.? 1 9 =7 F ;J/ 71102 AC'(*) ?3. rr 1 ', GLA7Wf, HE'AR'T,, 74 z7ff:'7 5117' W. W7 AN") ALT- (EPT li.-* VERTICAL SECTION FIXED UNIT ECTIONS ALUMINUM CA SEA4EN T WINO 014,, 04PA CT A an i NTS iQ i 1-l)45-9 D oft)u, —o,vwep w4smi" "r. -11, *, �,4 2� 141 1 Wk • I : •••• I •••o* •I• • • • • • FRAME ASSEMBLY TUBE, MAT'L 6063-T6 "X" FRAPA E JAMB • • •;F- #12x1 PHTEKSMS 13- IvIAX, 0.C. W/ �2) SCREWS 3" APART AT MID-SPAN 11 F"X" FRAME JAMS U 4XV Fl4P*lWlTS.SEMBLY DETAIL #12xl PH TFK SMS ASSF-MB Y 13" MAX 0 C Wi (2) SCREWS NOTE' ALL ALUWNUIA SHALL BE OF 4- SSAI-31-1 FRAME TOP OR BOTTOM PAIL #8xl QUAD PH SNIS (2) PER CORNER 3- APART T AT MID-SPAN SASH FRAME IV F"AM; JAMB "C" FRAME JAMB 91DE RAIL 0 SASH FRAME ASSEMBLY DETAIL "XC" &"XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL MAIN FRAME ASSEMBLY DETAIL 1371-," _T A 434" FPANIF HEAD. SILL. JAKM�- 2�854" DVVC-itf 70,02A NOM. 5 )SASH FRAME HEAD. SIU , JANTi MAT'L: 6063-T6 DWG# 7003A j= NOM 80 j FIXFO FRAME HE-AD, SILL, JAMB MAT L: 606"-TC, DVVG# 70105A I EXTRUSIONS & ASSE,44SLYDETAiLS v T PAC L UM i N U Nl CA S C V E N T WW-0 0 VV, I A� 7 7_79 Ft .4 Z74 hJ N75 17 D t? 41 • **s• • 0: so 0 • • 00*00 • W.% :00*0 • • • • •••••4 706" ! r--==T1 -- 050" 40 i 5116" GLAZING BEAD MATT: 6063-T6 DWr-)# 7036 523' .050' 41'M16' GLAZING BEAD 6063-T UAI(: t 7042 .040' --FLF .423"— ,04 0" MA, 1- 61)4D, -T!-'� b 'V C' , P 70 172" MA r'L: 606-T6 r NG4 70A7 1.124' 125" 062" .093 67) C_A,��EMEN.T FRAME. 50) CASEMENT SCREEN FRAME S ASEMBLYIAJUC MATI: 6063-T6 L. 6063-1 f,' D G4 7006 (YAIG# 7004A FT77 A Do I,', 1j," 1 (3 (,LAS� GLAZINC, 6FAT' P — --- -- PA R TS L IS T EXTRUS (ON-5 wm -C,qvx� ALUMINUM h1l �O AIN PiT — ----- . ) E01,11V I'l 1 rEM SP ft'OVr AND A[ID I A ND A 7ZTe 1 7. 1: D -A-�40 3 7/02 1 Nj-ql 12 L 1 """ t-47"? -- I -t-' -� 7'-, ' - . � --- _ 1. ' 6 ,711, A4S c� n m, r r)wo 6 6 1 i ill I �JON 7 --------- - A I'R M, i11 1011, •2 1 2 YLS CI 75t D-( T! F IM- 8 b so 11w • 74,4(,; "p. I j I N 4 a ••O1' ON B� T8 A I Wp,S "P.12 is. 10 VA XTV kIll D-711011VI, D I', t", 0 0 0 I'N.A I I. 'R 7 70l 0 0 1 3, IVP 1, N1, �2 il, I X..A, i I �k 01 0 ***1] 1 0*000• %11 fl'FR4k If VT.H I p 00 F s7q PTI. 0 0 0000 15 ?p , ilif 1011.xlsl:kp.' Y AAAW DYAD i OR f7 ir,7 w•••• MAXrM DT Af, A f fl'f, R A OR is • a •• 9 00000111 - • • JLIACKINT(i PLAT Y =00*0 ,- 41R.1121 ; 5 PH, Vx I YPL 14 --,I #g OITPA'JOR IY-Af K & ti1, IDER tDi ]AI, ARM) 21 RAONI oll 2,T "WPILP"fl, 6 �16' 1AWN6TI DV?0Nl PVB (fl�,VN(f fIIW (716") 13 12211 GI P247 vr",Ylli.lill.,(t%k.,%,fperHl(:KI 44 T)OW CORNING !00, 11)5 OIR LQt lIv. 15 PARABOM) 41, l(04 Wf-X SIZ il INII* tl 3 A y 5o S(-Rrlp; FRAME 7 140 Sr FVN' CORNER KEY 5;; SCRF.ENd:T.l1fT 161; r,1635K tir RT7 Z'Pl N-11 - 1111IRATFI)- 60976 CAsrKn.,vr scR-H- CLIP 78.61 2T`STW,P 'A 1,A00 Sr) P% FL K SMS 6- 7,01A ti ow C, ENIFRA-MLASS'y Tlt.Tf nX 712XII'll -1? K V P11 Illill TF.K au ion Tork "T --FFIR " ol ..,k IT 7 0 7n 2 ;P;V FR 111574 ',NAPI ),''1 -1 IANDI..[-. KNOB 7,i Is 7f I'MID FOIDINC, I I A NVIJ, 706" ! r--==T1 -- 050" 40 i 5116" GLAZING BEAD MATT: 6063-T6 DWr-)# 7036 523' .050' 41'M16' GLAZING BEAD 6063-T UAI(: t 7042 .040' --FLF .423"— ,04 0" MA, 1- 61)4D, -T!-'� b 'V C' , P 70 172" MA r'L: 606-T6 r NG4 70A7 1.124' 125" 062" .093 67) C_A,��EMEN.T FRAME. 50) CASEMENT SCREEN FRAME S ASEMBLYIAJUC MATI: 6063-T6 L. 6063-1 f,' D G4 7006 (YAIG# 7004A FT77 A Do I,', 1j," 1 (3 (,LAS� GLAZINC, 6FAT' P — --- -- PA R TS L IS T EXTRUS (ON-5 wm -C,qvx� ALUMINUM h1l �O AIN PiT — ----- . ) E01,11V I'l 1 rEM SP ft'OVr AND A[ID I A ND A 7ZTe 1 7. 1: D -A-�40 3 7/02 1 Nj-ql 12 L 1 """ t-47"? -- I -t-' -� 7'-, ' - . � --- _ 1. ' 6 ,711, A4S c� n m, r r)wo 6 6 1 i ill I �JON 7 --------- - A I'R M, i11 1011, 8 b 1 fT;!l- A "": A , 11; U, w PAl F, 7 'R 7 70l 0 0 1 3, IVP 1, N1, �2 il, I X..A, i I �k 01 r--==T1 -- 050" 40 i 5116" GLAZING BEAD MATT: 6063-T6 DWr-)# 7036 523' .050' 41'M16' GLAZING BEAD 6063-T UAI(: t 7042 .040' --FLF .423"— ,04 0" MA, 1- 61)4D, -T!-'� b 'V C' , P 70 172" MA r'L: 606-T6 r NG4 70A7 1.124' 125" 062" .093 67) C_A,��EMEN.T FRAME. 50) CASEMENT SCREEN FRAME S ASEMBLYIAJUC MATI: 6063-T6 L. 6063-1 f,' D G4 7006 (YAIG# 7004A FT77 A Do I,', 1j," 1 (3 (,LAS� GLAZINC, 6FAT' P — --- -- PA R TS L IS T EXTRUS (ON-5 wm -C,qvx� ALUMINUM h1l �O AIN PiT — ----- . ) E01,11V I'l 1 rEM SP ft'OVr AND A[ID I A ND A 7ZTe 1 7. 1: D -A-�40 3 7/02 1 Nj-ql 12 L 1 """ t-47"? -- I -t-' -� 7'-, ' - . � --- _ 1. ' 6 ,711, A4S 2x WOOD BUCK (SEE NOTE 3) - 1,'4" MAX. SHIM SEE: 1f4" MAX. SHIM /`;,SEE NOTE I I OOD WICK L.\L, lx WOOD BUCK W WICK (SFF NOTE 3) 2x WOOD BUCK S, F L� N '� T 7- 1/4' MAX. SHIM (l,,EE NOTE Va" MAX', 3r ilt.;l 1,14 MAX. SHIM ---^ -; j i SEE NOTE 1 SEE NOTE 2 �Jli TimWillimintri, SEE NOTE 4. 1 114" i Jlf I !` � MIN, MIN I_ __l l 4- 7IXF71 UN 'Tr FRA,.l.rlF TO CONrpl-T p WOOD (:3UCKLESS THAN TH,,';K OPERABLE. - UNIT - FRAME FI_XP_D.;J_NIT F FRAM TO CONCRETE W/ WOOD BUCK TO WOOD BUCK LESS THAN 1 1l2" THICK 1 1,12" OR MORE THICK 1% FEE NOTE 4 1 1/4'! (_®_ MIN. OPERABLE UNIT FRAME TO CONCRETE 144" MAX. SHIM NOTE I I 114" MIN. FIXED UNIT FRAME TO CONCRETE NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JA-MB, NO-TES- A 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVFn 1114" Fil- CO TAPC.ONIS OR 1,4" CRETE-FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 li'. SEE SHEET -1 FOR 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELGO TAPGONS OR I/A"ELCOSS4 CRETE-FLEX, SEE SHEET 1 FOR SPACING, 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 7HAN I Ix WOC)D BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD SUCKS DEPICTED AS 2x ARE 1 112.. THICK OR GREATER. INSTALLATION TO THE SUBSTRATE: OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPRO VIED 9Y AUTHORITY HAVING JURISDICTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OFNWAPAI-DADE COUNTY T F a lq(? CNANGE TH4,q _;,� IEV 7 -F 1 ANCH RAGFOFTAILS F K . lilO 0.'4 C ivOch"INGE !Y 6` TI, GASEMETNT t�/INL)O�V, lJNUfVf 62105 Qh VISL NOTES ANO REmovE 3;, �i" _.pr ij I K coiq�, & -v-1 SCP?Evv,� 114,1, ? 900004A 112" OPEV,��% NIT FRAME Ti W BUCK 1 112" OR MORE THICK 1f4" MAX. SHIM /`;,SEE NOTE I I OOD WICK L.\L, lx WOOD BUCK W WICK (SFF NOTE 3) 2x WOOD BUCK S, F L� N '� T 7- 1/4' MAX. SHIM (l,,EE NOTE Va" MAX', 3r ilt.;l 1,14 MAX. SHIM ---^ -; j i SEE NOTE 1 SEE NOTE 2 �Jli TimWillimintri, SEE NOTE 4. 1 114" i Jlf I !` � MIN, MIN I_ __l l 4- 7IXF71 UN 'Tr FRA,.l.rlF TO CONrpl-T p WOOD (:3UCKLESS THAN TH,,';K OPERABLE. - UNIT - FRAME FI_XP_D.;J_NIT F FRAM TO CONCRETE W/ WOOD BUCK TO WOOD BUCK LESS THAN 1 1l2" THICK 1 1,12" OR MORE THICK 1% FEE NOTE 4 1 1/4'! (_®_ MIN. OPERABLE UNIT FRAME TO CONCRETE 144" MAX. SHIM NOTE I I 114" MIN. FIXED UNIT FRAME TO CONCRETE NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JA-MB, NO-TES- A 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVFn 1114" Fil- CO TAPC.ONIS OR 1,4" CRETE-FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 li'. SEE SHEET -1 FOR 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELGO TAPGONS OR I/A"ELCOSS4 CRETE-FLEX, SEE SHEET 1 FOR SPACING, 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 7HAN I Ix WOC)D BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD SUCKS DEPICTED AS 2x ARE 1 112.. THICK OR GREATER. INSTALLATION TO THE SUBSTRATE: OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPRO VIED 9Y AUTHORITY HAVING JURISDICTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OFNWAPAI-DADE COUNTY T F a lq(? CNANGE TH4,q _;,� IEV 7 -F 1 ANCH RAGFOFTAILS F K . lilO 0.'4 C ivOch"INGE !Y 6` TI, GASEMETNT t�/INL)O�V, lJNUfVf 62105 Qh VISL NOTES ANO REmovE 3;, �i" _.pr ij I K coiq�, & -v-1 SCP?Evv,� 114,1, ? 0'000 • • • .'.'• • ' 1 • • • .' • . . • • M1AMl- 0.1 . 0 • • • MIAMI -DARE CONTY, FLORIDA CCO METRO -Dt1DE FLAGLER BLILDING BUILDING CODE COMPLIANCE OFFICE B ) 140 WEST FLAGLER STREET% SUITE 1603 PRODUCT CONTROL DIVISION : : ' 0 • ' 41A%I, FL011d�,'4 :31: -1563 i •' (305).x•15 -280:. F& +05)'3 ?5 -2908 NOTICE OF ACCEPTANCE (NOA) tvww•r & i0a4eg0/buildinecode PGT Industries 1070 Technology Drive, • • 1 • 1 • • 000 • • Nokomis, Fl. 34275 ' ' • • • • • • • • • . • V. • . SCOPE: • • • • • • • •. • • • This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product. Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdictiori (AIM. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "PW -701" Aluminum Fixed Window -LMI APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision "B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitation: 1. Max DLO = Width- 3.75" and /or— Height - 3.75 ". The Annealed glass to be on exterior side of laminate. 2. Max. corner distance for anchors is 8.5 ", except Hexagon & Octagon comer dirt not to exceed 3 ". Max. corner distance for Nail (Integral Fin Frame) into wood substrate is 1" and max. OC spacing is 5 ". 3. The anchor installation shown is applicable without geographical limitation. 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 shalt 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 # 07- 0418.06 consists of this page 1 and evidence sheet E -I as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1. Chanda, P.E. NOA No 08- 1112.10 MIAMFDAb COUNTY Expiration Date: February 19, 2014 "' e ® Approval Date: January, 08, 2009 Page 1 PGT Industries • • • • • • • • • • • • ••• a • • • ••• NOTICE OF ACCEPTANCE: EVIDENG+E S"MI'GTED• •• •• • •• m i s t A. DRAWINGS (transferred from file # 07- 0418.06) :: •' •' :: :: ': • ••• ••• • • •• 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 -4, titled "Aluminum Picture Window•Impait ",:hegtj 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revise4 reyj,, 01: fit" 4 d�Led *. /07, signed and sealed by Robert L. Clark, P.E. • • • • • • • • • • 00 • • B. TESTS (transferred from file # 07- 0418.06) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Water Infiltration resistant Test 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of alum. Fixed windows of various shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3835, dated 07/18/03 and test report FTL -3850, dated 07/31/03, both signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor verification, comparative and structural analysis dated 04/13/2007, prepared, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies w/ ASTME- 1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). F. MATERIAL CERTIFICATIONS 1. Notice of .Acceptance No. 06- 0216.06 issued to Solutia Inc. for the "Saflex.IIIG Clear or colored Interlayer ", expiring on 05/21/11. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite 9 PVB ", expiring on 12/11/2010. E. STATEMENTS 1. Statement letter of code compliance, "No change from previous approval and "No financial interest ", dated 11 -06 -08 signed and sealed by Robert L. Clark, P. E. 2. Statement letter of Lab compliance, as a part of above referenced test reports F. OTHER 1. This NOA renews NOA #07-0418.06 expires on February 19, 2009. �1744c,1. LL141tS- Ishaq I. Chanda, P. E. Product Control Examiner NOA No 08- 1112.10 Expiration Date: February 19, 2014 E -1 approval Date: January OS, 2009 GLAZING OPTIONS: A. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3116- ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH AN •090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3116" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7116" LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16 - ANNEALED GLASS AND (1) LITE OF 3/16- HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1 /16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3116" HEAT STRENGTHENED GLASS, A 7116 - AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16- HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND'INTEGRAL FIN - SEE SHEET 6, TABLE 2) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. ANCHORAGE: THE 33113%o STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, � INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. 'FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. NOA DRAWING TABLE OF CONTENT'S SHEET GENERAL NOTES .......................... ? GLAZING DETAILS ........................ 2 - ELEVATIONS, FLANGED ............... 3 ELEVATIONS, INTEGRAL FIN....... 4 DESIGN PRESSURES FLANGED.. 5 DESIGN PRESSURES FINNED...... 6 SECTIONS, FLANGED ................... 7 CORNER AS", FLANGED........... 7 SECTIONS, INTEGRAL FIN........... 8 CORNER ASS'Y, INTEGRAL FIN... 8 EXTRUSION PROFILES ................. 9 PARTS LIST ..... ............................... 9 ANCHORAGE .. ............................... 10-12 6. REFERENCES: TEST REPORTS, FTL -3835 & FTL -3850 1 ELCO TEXTRON NOA: 04- 0721.01, 03-0225.05 ANSVAF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM- 200*LUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 7114103 roTwdwaoo rorsn* NOTES & TABLE OF COIF mwowl FL 3wo a0.0ox rsrs HGT—ALUMINUM PICTURE W1 mmowf, a 38274 Uuf* Better sar swu P*m1 I WSI 1 a 12 IMPACT 4259.4 0000 wtm"t ftift cwt ping W* 6c %Wdn eAk • • •••• •••• • •• • •0000•• • • • 0000 • • •• • 000004• 0000•• • • •• ••••• �/r� �1 Rd�rt L gatk, P.E. PE Ni8712 shicu (8► 3116" ANNEALED OR HEAT STRENGTHENED GLASS 12 iul OUTSIDE =01 7116" LAMI GLASS NOMINAL 3116" ANNEALED OR HEAL .090 DUPONT BUTACITE OR STRENGTHENED GLASS SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYI:IR 7/16' AIR SPACE 3/16' HEAT — STRENGTHENED 3/16" HEAT GLASS STRENGTHENED GLASS 13 1 1116" LAMI GLASS NOMINAL 7116 LAMI GLASS NOMINAL .USO DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVBINTERLAYER 3116" HEAT - STRENGTHENED GLASS 17 OR(21) 18 oR 22 .1 1 PIRCSnuCreBntEw�o � ��dt rLrc P1nrb� 11116" NOM OUTSIDE 11116" NOM GLASS SITE GLASS BITE )5— "Vit ` - ---- -r �- -�-- -� »taw 7116" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 2 1 .... 14 OR 15 .... ....., ca 1 1116" LAMI I.G. GLAZING DETAIL* � ' � •...• ....:. FLANGED OR INTEGRAL. FIN FRAME.. • •: .: (INTEGRAL FIN FRAME SHOWN) • ' • Two rECts. Fl 34 GLAZlhIG DETAILS nxmoa.s �s. aazrs � ["ALUMINUM PICTURE WINDOW, IMPACT P, 0. BOX . P Ct4 4 Ctwk. P. Ft 30274 Sruibly Better °�"° /d° PElr38T12 Pwwos f 2 d 11' 4269 4 HEXAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 21.65 SQ, FT, Z! FAN MAX. SIZE = 96" X 47" OR MAX AREA = 24.47 SQ. FT. FULL CIRCLE MAX. SIZE = 60" DIA. OR MAX. AREA = 19.63 SQ. FT ■ Iffiff.-RWE MAX. SIZE = 96"X 48" OR MAX. AREA = 25.13 SO. Fr. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SO. FT. EYEBROW MAX. SIZE = 96"X 48" OR MAX. AREA = 31.99 SO. Fr. QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. ELLIPTICAL MAX. SIZE = 96'X 47" OR MAX. AREA = 31.99 S f --- 96" MAX. •-� 44 1/4" 48" MAX. MAX. DLO 921/4" MAX. DLO RECTANGLE MAX SIZE = 48" X 96" NOTE: OR MAX. AREA = 32.00 SO. FT FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. H"yc t'ay: UAVA7e ANGYaRAGE AVTF iD70 TE OpYpRNE a Mwom FL XU445 A2If5lQ3 A NO CHANGE TMS $WET P.O.9QX I" mBy. nae (2?v ~ , nm: 10 NOxOW, R xwr4 Vtstfily Better F. 71143 ARCH. MAX. SIZE = 48° X 96" OR MAX. AREA = 3028 SO. FT. pRODUCi'RENEWED � pwq ma me violft somwacaft ` 1 �m. eaoey�l�I h t t TRAPEZOID..... '• •00000 MAX SIZE = 48" X 9@" • OR MAX. AREA = 31.99 SQ. Ffi i , FLANGED ELEVATIONS iw- ALUMINUM PICTURE WINDOW, IMPACT PM701 1 NTS 1 3 - 12 1 4258 -4 !tit • • • ssttii siss • • eLed' P.E ROOM sw,aurw •sis • i • 'ii• s.ii• •MODUCT REVL" ••ii: 88 m wkLfte Fyn D • • sasi i "d a• A Ne • &sti• ... t ..... i tics iti• siii •iti • � it , t TRAPEZOID..... '• •00000 MAX SIZE = 48" X 9@" • OR MAX. AREA = 31.99 SQ. Ffi i , FLANGED ELEVATIONS iw- ALUMINUM PICTURE WINDOW, IMPACT PM701 1 NTS 1 3 - 12 1 4258 -4 !tit • • • ssttii siss • • eLed' P.E ROOM sw,aurw HEXAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 21.65 SQ. FT, FULL CIRCLE MAX. SIZE = 60" DIA. OR MAX. AREA = 19.63 SQ. FT. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA 20.71 SQ. FT. HALF CIRCLE MAX. SIZE = 96"X 48" OR MAX. AREA = 25.13 SO. FT. QUARTER CIRCLE MAX. SIZE = 68"X 68" OR MAX. AREA = 25.22 SQ. FT. MAX. SIZE = 96'X 480 OR MAX. AREA = 31.99 SQ. FT. 981/4° FRAME O.Q. (~-- 96" MAX. — A T- 50 1/4" FRAME O.D. 48" MAX. MAX. SIZE = 96" X 4'" OR MAX. AREA = 31.99 Ic h ---, -- 931/4" MAX. DLO — —� RECTANGLE 451/4" MAX. DLO MAX. SIZE = 48° X 96" OR MAX. AREA = 30.28 SQ. FT. J:l• TRAPEZOID :•- MAX. SIZE = 48"X 94' OR MAX. AREA = 31.99 So. Q4. •• . 4LUMINUM PICTURE WINDOW, IMPACT •me w� xn PW -rot NTS 1 4 a 12 4239-4 "muff wmwm s wm ftnwwm gA Ott �tiHr�:lM • • ,.nR nA 1 14r ID .• . •.•s • •.•• • 0 ,• ..•. ROW L. Clerk, P.E. PE #39712 skuabaw MAX. SIZE = 48"X 98" NOTE: ® OR MAX. AREA = 32.00 $Q. FT. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. *a'"r rom Ri J070 1p p�q(t/E °.K 4/4107 9 ADD FRAMEO.D. DlAAEN$7DN3 AND UPDATE ANCHORAGE NOTE NtH(Q4 fZ 34275 KOM, 39 MZT- f2d103 A NO CRINGE THIS SHEET G8 PZX FL SV 74 WribLy Better FX 71 14103 451/4" MAX. DLO MAX. SIZE = 48° X 96" OR MAX. AREA = 30.28 SQ. FT. J:l• TRAPEZOID :•- MAX. SIZE = 48"X 94' OR MAX. AREA = 31.99 So. Q4. •• . 4LUMINUM PICTURE WINDOW, IMPACT •me w� xn PW -rot NTS 1 4 a 12 4239-4 "muff wmwm s wm ftnwwm gA Ott �tiHr�:lM • • ,.nR nA 1 14r ID .• . •.•s • •.•• • 0 ,• ..•. ROW L. Clerk, P.E. PE #39712 skuabaw TABLE I. DESIGN PRESSURES, FLANGED WINDOWS (DIMENSIONS ARE TIP -TO -TIP) GLASS TYPES: A 7116" LAMINATED GLASS (3116"A, .090, 3116HS) FTL B. 7116" LAMINATED GLASS (3116"HS, .090, 3116HS) FTL, C. 1 1116" LAMI I.G., 3/16HS, 7/16" SPACE, 7116" LAMI (3l16A, .090, 3115' HS) FTL D. 1 1/16" LAMI I.G., 3l16HS, 7/16" SPACE, 7116" LAMI (31i6HS, .090, 3116- HS) FTL• WINDOW GLASS WINDOW -Y" DIMENSION "X' DIM. TYPE 1 28.500 T 38 rm za ann I 49.17W I A,B,G,D +80.0 -80.0 +80.0 -80.0 +80.0 1 -80.0 +80.0 T -860 +80.0 +$0.0 - -- --80.0 +62.4 -62.4 AREA 9.70 SQ.F1. 11.57 SQ.FT 13.44 SQ.FT 15.81 SQ.FT. 15.82 SQ.FT 16.33 SO. FT. +74.0 -74.0 0. 54.500 A,B,C,D +80.0 -80.0 +80.Q -80.0 +80.a -80.0 +80.0 -$Q.0 +$a.0 +80.0 -tao 21.96 SQ. FT. AREA IQ.79 SQ.FT. 12.87 SO. FT. 14.95 SQ.FT. 17.03 SQ.FT. 17.60 SQ.FT. 18.17 SO. FT. B A +.O $0.0 +60.000 w O -80.0 +80.0 -80.0 +80.0 I -80.0 +80.0 I -w,o - '° ��• A 11.88 SQ.FT. 14.17 SQ.FT. 16.46 SQ.FT. 18.75 SQ.FT 19.38 SQ.FT. . 2o.00 SQ.FT. +60.0 -60.0 65.500 A,B,C,D +80.0 80.0 +0,0 80.0 +80.0 80.0 +80.0 -$0.0 +$0.0 �.0 +80.0 -80.0 +71.2 -71.2 AREA 12.96 SQ.FT 15.47 SO. FT. 17.97 SQ,FT 20.47 SQ.FT. 21.15 SQ.FT. 21.83 SQ, FT +80.0 -80.0 71.000 A.B,C.D ±80.0 1 -80.0 +80.0 1 -80.0 +$Q.0 -80.0 +80.0 1 -80.0 +80.0 $0.0 +80.o -80.0 19.00 SQ. AREA 14.05 SQ.FT. 16.76 SQ.FT 19.48 SO. FL 22.19 SQ.FT. 22.93 SQ.FT. 23.67 SO. FT. � • . ••:•• • • • • • • • • 76.500. +8�14SO 80.0 +8p,0 50.0 +80.0 -80.0 +79.3 79.3 +78.0 -78.0 +76.8 76.8 • B,G,O +$80.d +80.0 -80.0 +80.0 -80.0 +80.0 80.0 +80.0 -80.0 +80.0 -BO.o AREA FT. 18.06 SQ. F T. 20.98 SQ FT. 23.91 SQ.FT, 24.70 SO. FT. 25.50 $Q. FT. 82.000 A +80.0 -80.0 +84.0 -80,0 +80,0 -8 +74.5 -74.5 +73.1 -73.1 +71.8 -71.8 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 +80.0 �.0 +80.0 -w.o +80.0 -80.0 AREA 16.23 SQ.F7. 19.36 SQ.FT. 22.49 SQ.FT. 25.63 SQ.FT. 26.48 SQ.FT. 27.33 SQ.FT. A +80.0 -80.0 +80.0 -80.0 +78.0 78.0 +70.0 -70.0 +68.4 -68.4 +67. Q -67.0 87.500 C +80.0 _8{7,0 +80.0 .80.0 +80.0 -80.0 +79.1 -79.1 +77.3 -77.3 +75.8 -75.8 $,D +80.0 -80.0 +BO.d 80.0 +80.0 80.0 +80.0 80.0 +80.0 -80.0 +800 -80.0 AREA 17.32 SQ.FT 20.66 SQ.FT. 24.00 SQ.FT. 27.34 SQ.FT. 28.26 SQ.FT. 29.17 SQ. Ff A +80.0 -80.0 +80.0 -80.0 +74 0 74 0 +65 5 PRODUCT "NEWER as aw *iftt a @b tks N7ot6ea sowing C-& �, E:plra wa1 +,'"Iq Sln h e• 93.000 +800 -80.0 +80.0 -80.0 +80.0 X5.5 +63.9 •53.9 +62.4 -62.4 a ' • • • • • Fx 12f7S/03 MOTE l ANCHOR3vG 6YlrrMa123C &-M rm ALUMINUM PICTURE WINDOW, IMPACT -80.0 +74.0 -74.0 0. +722 -72.2 +705 . •• h ew • AREA 1$.41 SQ. FT 21.96 SQ. FT. 25.51 SO-FT J . -0 . +800 0 • • • T 30.03 SQ. FT. 31.00 SQ. FT. - '° ��• A +80.0 -80:0 +80.0 -80.0 +71.9 - 71.9 63.0 63. +61.5 -61.5 +60.0 -60.0 • Raw ••.•• 96.000 C +80.0 8Q.0 +80.0 -80.0 +80.0 -80.0 +71.2 -71.2 +69.5 -69.5 +67.8 -67.8 • • • • • • • 0�'"at -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -f� 0 +80,0 -80.0 - +80.0 -80.4 •••• • • • • 8:00 AREA 19.00 SQ. FT. 22.67 SQ. FT 26.33 SQ. FT 30.00 SQ. FT. 31.00 SQ. FT. 32.00 SQ.FT.' Q. FT. " � • . ••:•• • • • • • • • • NOTES: • • • 1. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF •••• •.••: A 32 SQ. FT. UNIT IN TABLE 1. • • 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR • • • • • THE MAXIMUM 812E LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS • COMPLETELY FIT WITHIN. 3. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION. • 0wW n 70m cmrocoaro NO am' FL 34278 P.o.80X7529 NOXOMlS, FL 34274 l/(3e b y Haller FLANGED UNIT DESIGN PRESSURES Robert L Clark, P.E. PE 83.9712 S4ueam FX. 4/4/07 a at ERM DESICaNPRESSt/RESPERASTMfS 13061-02 AND re3. CLEAAf UP TABLE 7 AESCf11PTlcx AAA HE4DWG3. Fx 12f7S/03 MOTE l ANCHOR3vG 6YlrrMa123C &-M rm ALUMINUM PICTURE WINDOW, IMPACT FX �T174l03 a� Yom M701 aeaa NTS 5 - 12 mamnp 42$9 -4 13 TABLE 2. DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SIZES ARE SUCK DIMENSIONS) GLASS TYPES: A. 7116° LAMINATED GLASS (3116"A, .090, &16HS) B. 7116" LAMINATED GLASS (3116 -HS, .o90, 3116HS) FTL -3835 FTL -3835 C. 1 1116" LAMI I.G., 3/16HS, 7116" SPACE, 7/16" LAMI (3116A, 3116" HS) .090, FTL -385 D. 1 1116" LAMII.G., 3/16HS, 7116" SPACE, 7/16" LAMI (3116HS, .090, 3416" HS) FR-3850 WINDOW GLASS WINDOW "Y" DIMENSION "X DIM. TYPE 28. 500 34.000 39.500 45,000 46.500 48.000 49.00 A, B, C, D +80.0 1 -80.0 +80.0 1 -80.0 +80.0 L. .80.0 +80.0 1 -80.0 +80.0 -80.0 +80.0 1 -80.0 AREA 9.70 SQ.FT 11.57 SQ.FT 13.44 SQ.FT. 15.31 SQ.FT 15.82 SQ.FT. 16.33 SO. FT. Sa.500 A,B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 X0.0 +80.0 E0.0 +80.0 80.0 +80.0 -80.0 AREA 10.79 SQ.FT. 12.87 SQ.FT. 14.95 SQ.FT. 17.03 SO. FT. 17.60 SQ.FT. 18.17 SO. FT. 60.000 A, B, C, D +80.0 80.0 +80.0 80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 11.88 SQ.FT 14.17 SQ.FT. 16.46 SQ.FT 18.75 SO. FT. 19.36 SQ.FT. 20000 SQ,FT. 65.500 A, B, C, D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 1 -80. o +80.0 1 -80.0 +80.0 j -80.0 AREA 12.96 SQ.FT. 15.47 SQ.FT 17.97 SQ.FT. 20.47 SO. FT, 21.15 SQ.FT. 21.83 SQ.FT. 71.000 A,B,C,D +80.0 1 -80.0 +80.0 80.0 +80.0 �A +80.0 -80.0 +80.0 -80.0 +80.0 80.0 AREA 14.05 SQ. FT 16.76 SQ.FT. 19.48 SQ.FT 22.19 SQ.FT 22.93 SQ.FT. 23.67 SQ.FT. 76.500 A +80.0 -80.0 +80.0 -80.0 +80,0 -80,0 +79.3 -79.3 +71 -78.0 +76.8 -76.8 B,C,D +80.0 80.0 +80.0 -80.0 +80.0 -$D.0 +80.0 80.0 +80.0 -80.0 +80.0 -80.0 AREA 15.14 SQ.FT 18.06 SQ.FT. 20.98 SQ.FI 23.91 SQ.FT. 24.70 SQ.FT 25.50 SQ.FT. 82.000 A +80.0 -80.0 +80.0 -80.0 +80.0 -80, 0 +74.5 -74.5 +73.1 -73.1 +71.8 -71.8 B'C'D +80.0 -80.0 +80.0 1 -80.0 +80.0 - 80.0 +80.0 -80.0 +80.0 80.0 +80.0 80.0 D AREA 16 23 SQ.FT 19.36 SQ.FT 22.49 SQ.FT. 25.63 SQ.FT. 26.48 SQ.FT. 27.33 SQ.FT a wtNth ual c= e +80.0 80.0 +$0.0 80.0 +78,0 -78.0 +70.0 -70.0 +66.4 X8.4 +67,0 67.0 t"9 ��eavads -,In, lv F.zpiMt D�"° f 87.500 Lu +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.1 -79.1 +77.3 -77.3 +75.8 -75.8 +80.0 80.0 +80.0 80.0 +a 80A -80.0 +80.0 80, 0 +80.0 �.0 +80.0 80.0 °was AREA 17.32 SQ.FT. 20.66 SQ.FT 24.E Q. 27.34 SQ.FT. 28.26 SQ.FT. 29.17 SQ.FT. A +80.0 -So 0 +80.0 80.0 +74A -74.0 +65.5 $5.5 +63.9 -63.9 +62.4 X24 93.000 C +80.0 .80.0 + �•0 0 +80.0 -80.0 +74.0 -74.0 +72.2 -72 2 +70.5 see* • `• ` B, D +80.0 -80.0 +80.0 -80.0 + 80.0 80.0 +80.0 -�,0 +80.0 -80.0 -70.5 +80A 80.0 . • • • • • • • • • • • REA 18.41 SQ.FT. 21.96 SO. A +80.0 .8Q.0 +80.0 25.51 SQ.FT. 29.06SQ.FT 30.03SQ.FT. 31.00SQ.FT. „ • • • +� No � e•••i• -80.0 +71.9 -71.9 +63.0 -63.0 +61.5 -61.5 +6{y,0 8 • 96 000 C +80.0 -60.0 +80.0 -80.0 +80.0 80.0 +71.2 -71.2 +69.5 -69.5 -60.0 +67.8 -67.8 �` �� • • • •. • • • • S,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 80.0 -80 +8{3.0 -80.0 >e ";" AREA 19.00SQ.FT. 22.67SQ.FT. 26.33 SO. 30.00SQ.FT. 31.0080. 32.�SQ.FT. ••�••� �e•e • • " "`` NOTES: ® •• •• • • • .. • •. e • 1. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE OF A 32 FOR SQ. FT. UNIT IN TABLE 2. THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST SQUARE OR RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL • e " "` WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. INSTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN AS SHOWN •• • • E ANCHORAGE DETAILS ON SHEETS 10 AND 11. ON SHEET 10. INSTALLATION WITH OTHER FASTENER TYPES ARE THROUGH THE Abkm- FA a upDATEDESI GMPRESStA�i4pERRSIPRE13P0- PZAMONOrES. C1 EAN t1P rABtEaaeSCR#lf a AND tFKf72(lw3 YDfi7EGHkplppYARiVE t.�rcm", a 3ws mom. IN'TEGRALFIN UNIT DESIGN PRESSURES .� A GHANfiE NpTP Y AY4cxaRwv� trorrxm2 sews P o. &7x late ALUMINUM PICTURE WINDOW, /MPACT ° Ai rxro N7K S Ft 94274 aamx s. Vttrbiy Better Robwt L Qatk. P.E. pwT07 NT$ 12 42%L4 PE X712 BbUC mw 2.784" 2 13 13 OUTSIDE 10 11 17 18 21 22 MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION {FLANGE FRAME) ALONG ENTIRE JOINT 4 i 1 z MAX. WINDO% HEIGHI ALONG ENTIRE JOINT KEYED CORNER ASS'Y -LANGIE FRAME) ,5 r, ! 1 j ALONG ENTIRE JOINT 414107- 8 NO CHANGE Thn SHEET ?OTO rC- CHNOLODYOPoVE I > SMOAMS R 34M 12f13i A NO CHANGE THIS SHEET P.O. BOX Emp ?ax NOXOW. F134274 DA OI VERTICAL SECTION . (FLANGE FRAME) ALUMINUM PICTURE MNDOW, IMPM am*-N-,c sme &+ n..Ovwa P&7o1 7 a 12 425" PRO 1)1ic7 2kt +r:1'YC0 mcotapgvqt xith the f1mids I uwmg cmk Acftptaaee N4 0& t t12,10 FApi -" a Dab ' loll} 0009 0000 • 0000 ,)DUtr . • � • 0000 t • 0000 0000 • • •• • • 0909 • 0000 • ® • 0000 • • 0000 , • • • � • • 0000 �� yJ rrRbbBrt L Clerk P.E. B PE M12 smmuw 7 2.784.° MAX. DAYLIGHT OPENING: F MAX. WINDOW WIDTH %.. • . —. . %u-w– I I I. I I Vfll n L. f WELD (IN I EQRAL FIN FRAME) WEL ®E® CORNER ASS°Y (INTEGRAL FIN FRAME) JdTwxcmVOLQflYpr 41"7 8 NOCIiANGE THJ6 SHEET 0I rCH S. FL 34iTd 1?l15I03 A NOC.HAIVC+STHf$SHEET RO&W7524 ita ras �: Norco; K 34V4 y� get&r 2.784" INSIDE puovuc7xcnewen am 1=11 i.g with the PYurwb dhi Coda AM'plaaaa ryS_gg s.,Z o F..pirayp" papp t 4 M1f3uu dals fAisdsiaa VERTICAL SECTION (INTEGRAL FIN FRAME) SECTIONS, INTEGRAL FIN M. ALUMINUM PICTURE WINDOW, IMPACT x as "w rrs. �w'af NAG 8 " 92 425&4 B �C*N!'V166b• • b '�'$'• • • •0 VAN �9 L. CWA, P.E. PE M"2 skw;hmW • • L I 4256A 1 64256 INTEGRAL FIN FRAME HEAD, SILL & JAMB 2 4253 64253 IFLANGED FRAME HEAD, SILL & JAMB 7 1155 781 PO.X #8 X 1 QUAD PN SMS STAINLESS STEEL 8 SCHNEE- MOREHEAD SM5544 ACRYL -R NARROW JOINT SEALANT OR EQUAL 10 4255 (4255 7/16 LAMI GLASS BEAD 11 4254 64254 1 1116 LAMI I.G. GLASS BEAD 12 1224 t 6TP247 VINYL BULB WEATHERSTRIP {THICK) 13 42224 INSTALLATION FASTENER COVER 14 DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT 15 DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 7/16" LAMI GLASS: 3116" ANNEALED — .494 DUPONT 17 BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 11116" LAMI I.G. GLASS: 3116" HEAT STRENGTHENED 18 OUTBOARD — 7116" AIRSPACE — 3116" ANNEALED -.W0 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3116" HEAT STRENGTHENED 20 4262 64262 ARCHITECTURAL CORNER KEY 7116" LAMI GLASS: 3116" HEAT STRENGTHENED -.090 21 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER — 3116" HEAT STRENGTHENED 1 1116" LAMI I.G. GLASS: 3116" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE — 3/16" HEAT 22 STRENGTHENED — .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER — 3116" HEAT STRENGTHENED .9713" .346" —.-1 7 .0500 .975" .975" .050" ITEM 10, ITEM 11, 7/16 LAMI GLASS BEAD 1 1/16 LAMI I.G. GLASS BEAD MAIL: 6063 —T5 MAIL: 6063 -T5 DWG N0.4255 DWG NO. 4254 nW ay: nom' 4 / F 1070 TECNNOLOdYDftlyg i PC 4iU7 B NO CNANQt TPi15 MEET NOKO65� F! 3ffi7S nm 6y .K 121151M A NO CHANGE THIS SHEET P.O. B¢X 9°� �""'� �aC°'° tom• , MOMS,, u 94274 Yist6ly Be F.K. 7114,103 .062" ITEM 1, INTEGRAL FIN FRAME MAIL: 6063 —T5 DWG NO. 4256A 1.875" t --- .062" 2.784" ITEM 2, FLANGED FRAME MATL: 6063 -T5 DWG NO. 4253 & PARTS LIST Pw -701 HAlF� 9 d 12 4259.4 PROb -.m t :.r. SV.W t.Pl as Coq�pf ±tp�l'4{^ ppp $�cEpl�y ouk7iva Cake Ampisn Wow iv F.sQQpbaN.o ll"ht 7' * SL i Cttiw L • Clack. P.E. PE X9712 SSrucAural o•••• • • • • • • • WOOD ANCHOR (SEE NOTE 2) & WOOD ANCHOR (SEE NOTE 2) 1/4" MAX 1/4" MAX. 1J4° MAX. SHIM ,131° DIA. MIN. 1! SHIM SHIM x 2 1/2" NAIL, AT CORNERS > , ' ~ t _ = -, 13/6" MIN. 3!8 °MIN, AND 5" O.C. -- _ ' = AEMBEDMENT = - �_' M — - - �= _ - = EMBEDMENT WOOD BUCK OR FRAMING -~- INTEGRAL FIN DETAIL A CONCRETE ANCHOR (SEE NOTE 1) A\ 1J4" MAX. SHIM . ' +' � . ` '. •'`� °° SEE NOTE 1 FOR 4• "a'.'a '_ d: o °.. . EMBEDMENT 3,5 KSI MIN. CONCRETE FLANGED DETAIL D ( SILL ONLY) INTEGRAL FIN DETAIL B WOOD BUCK FLANGED DETAIL C (S WOOD BUCK (SEE NOTE 3} r2x (SEE NOTE 3) SEE NOTE 1 FOR' '... ® EMBEDMENT: :•. T CONCRETE ANCHOR (SEE NOTE I),& 114" MAX. SHIM a 1x WOOD BUCK (SEE NOTE 3) 3.5 KSI MIN. CONCRETE FLANGED DETAIL E OR 1.5 KSI MIN, CMU NOTES: 4% k t�ltslb 1. FOR CONCRETE APPLICATIONS - , USE ONLY MIAMI -DADE COUNTY APPROVED 114" ELCO TAPCONS, EMBEDED 1318" MIN., 5118" ELCO TAPCONS EMBEDDED 1314- MIN, OR 114° SS4 CRETE -FLEX EMBEDDED 13/4' MIN, DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4" MIN. aj tz��s18 2. FOR WOOD APPLICATIONS - , USE #12 OR #14 STEEL SCREWS (G5) OR 114" SS4 CRETE -FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE i 112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. I. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM 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 #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. PERCURRENTf - — •� • •• -� vri� nsYt1 .tNV1D0 A�/COdlA9, fi 3exrs ,� AMG P.o. YiYWX 1fiv _ .-- ALUA41NUM PICTURE WINDOW, IMPACT MXOD 4 R 3W4 Vaih& Better ftft&aa t PW-701 NTS 10 a 12 4258.4 B PRiUY7�(f ,(G,'.L�.t.YI es cvmyzpiug niYk Yhr Fknwtu voiding hale Arreptn°n roo, d,g_ l�: � b E:pimYwn Dete�� aktion • L. Ctalk, P,E. 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Eg 12 11 518 12 518 1111116 10 314 1113/16 10 314 12 10 5/8 12 3/8 x z 93116 9311$ 19 3116 93/16 93/16 93116 93116 93/16 93116 93M6 6 6114 65116 6318 6112 69/16 611!16 6718 7118 77/16 xw 8 114 8 1/4 8 1/4 1 8 114 8 1/4 8 1/4 8 1/4 8 1/4 8 114 8 114 -C 9318 9 — 9 71`16 10 9114 9718 10314 9518 10518 12318 x 1i 11 19 11 11 11 11 11 11 11 � � o 12 , I 1 5/8 12 518 1111116 10 3/4 11 13/16 10 314 12 10 518 12 3/8 x 11 11 11 11 11 11 11 11 11 11 -< • 6 513/16 6 5/16 6 318 6 112 8 9/18 8 11/18 6 718 7 1/B 7 7118 x 8 518 8 518 8 518 8 518 8 5/8 8 516 8 518 $ 518 8 5!8 6 518 t w 8 7116 9 9 7116 8 3/4 9 1/4 9 718 10 314 9 5/8 10 5/8 12 318 yc 11 112 11 112 11 112 11 1 J2 11 112 11 112 11 1/2 11 112 11 1/2 11 112 e A 12 11 518 12 518 1111116 10 3/4 11 13116 10 3/4 12 10 5/8 12 318 x 11 112 11 1/2 11 112 11 112 11 112 11 112 11 112 11 112 11 1/2 11 112 -< 5 518 513116 513116 5 718 6 1/2 6 9/16 611116 6 7/8 7 1/8 7 7116 )t 7 114 7 114 7 114 7 114 7 114 7 1/4 7 1/4 7 1/4 7 1!4 7 i!4 �G 87/16 9 87/16 8314 9114 97/8 103/4 95/8 10518 12318 x 12 12 12 12 92 12 12 12 12 12 -C 12 11 5/8 12 518 11 1111.6 10 3/4 11 13/16 10 3J4 12 10 518 12 318 �c 12 12 12 12 12 12 12 12 12 12 ••• •• wswn� -'Z � ••` � 0 mM!gQ>0 • �+ £e e r-88M OQ� _(j�`0 0 •• to• • • re r C) 0 • � ' s g• s • • s •i• i• •i A T " •.o COUNTY StJ>IMM CODE comF .IANCS OMCS (t3 M PRODUCT CONTROL DTi WON 1074 Tey Drive Nokomds, n 34275 o 04n- No 0 to • • f_4* 375.2901 FAX (30I) 375.2908 • •• • • ••• 0 0 ••• 0 • • i SCOM is being issued under the applicable riles and regubtiaoa govezning the use of constiucdon mstefid& The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepoed by the Board of Rules and Appeals MU) to be used in Miami Dade County and other areas when allowed by the Authority Having Jurisdiction W9). This NOA shall not be valid after tihe expiration date stated below. The Mmm i Dade County Product Ccrhirod Division On bliatm Dade County) amftr the AM fin areas other then Kum Dade County) reserve the light to have this product or material tamed for quality assurance purposes. H this product or material fails to perform in the accepted meaner, ttns manufacturer will iacar' the expense of such testing and the AM my inamediately revoke, modify, or suss and the use of such product or material within their jurisdictiom BMA reserves the right to revoke this ac cepume, if it is deters by Muni -Dade County Product Control Division that this product or MWWW fails m mW the requiremmu of the ale being coda. This product is ad as described herein, and hm been designed to comply with the Florida Building code, inpluding tlrae Vobdty Radom ?.are. DESCRIPTION: Series 1"X Mavy waft Alumlamhr Tube cupped MdlOn -L KL APPROVAL DOCiAY W.- Drawing No. WA, Wed -1" Heavy WeL Elevadons Aluminum Tube Clipped Mullioe, shoo 1 through 7 of 7, dated 04/28/00, with last revision on 05130106, prepm -ed by PGT Induce, signed and sulks by Robert L. Clad; P.E., bearing the Mien -Dade County Prochhct Control Ra"d Strap with the Notice of Acceptance mhmber and expiration date by the Mismd Dade County Product Control Division. M SME IMPACT RATOW's Large mad Small Mbsihe buPlId LABELING: Each unit shall bear a permanent label with the manufactruees name or logo, city, state and Mowing staftmew Wemii Dade+ County Product Control Approved ". tmless otherwise noted herein. RENEWAL of this NOA shall be considered after arenewal application has bow Sed and there has been no choup in the applic" building code tagadvely affecting the pubmano of this produt. TERMIIHATION of this NOA will occur after the expiraion date or if there has been a revision or chase in the nasals, use„ andfoAr mannfuturee of the product or process. Misuse of this NOA as an eadarsement of any product, fix sales. advertising or any other purposes shall automatically terminate this NOA- FaUm+e to comply wide any section of this NOA shall be cause four ternlination and t+eaovai of NOA. ADVFRTISE1MiENT: The NOA number preceded by the words Mh n i Dade County, Florida, and followed by the exphadon date may be displayed in advertllsing Uteratm if-any portion of the NOA is displayed, tut it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall, be provided to tine user by the manufacturer or its disaibutors and shall be avail" for inspection at ins job site at the mplest of the Building Official. This NOA renews and revlm NOA # 044528.48 and consists of this page 1 ad evidence pages E-1 and E-2, as wen as approval docutent nmentoned above. Tire submitted to on was reviewed by Jaime D Gascon, P.E. NOA No 06 -012&W Date: Jun 28, 2011 Approval Dxte July 20,20M Page 1 AMC -TORS DETAk 8'", IV )R IV Ar R)TH k tDi AND AT OCTTOM AN"RS DE7 r-ANCHORS XTAIL A W s w1 +W2 H Hf+a. w•. w1 +w2 +v3 7 u+tdDOw ML 1 H- cif +H? `A.r9�6 "71PLE Wpow + FOR DMA& NC AJAX ALiWAEYE ameAf PX$SM SRS' ran W DEif NO" VM AUVABE ON PAM $, 6417 7 SVAi J' WSW SEE TAW IW) ALLY OFOW m H OR N +N? N PA= S, f & 7 WAL LEWR - W OR w +w2 W OPENtNC -,H OR Hl +lf AP) WK 0P4VX - W OR W +02 Alu taxm t W OR WI +WI +WJ UULL LENW, w ff/ M4) AV 01'EAm + W1 +W2 ON Y2+WJ > XULL LrE7V vi f HI I. THE 3J VJX SW-Ss INCRM ms Nor eaw usW IAt THE OESCN OF TN1S PROM= 2, 3 S. S ARID 2, "W *S ANO D S OR Cf 00WAT/0NS WEWOF AO SF MULLED TO A MA, iUM Or 5 MI ONS ARE APPROVW FOf WACT AW NON WIMPA(T APPUCATIWS. 4. RCMENCE - Or REPORTS tit - -2502. 2903 ANO 2d75. MV UWRON f+ C, 04-- 0,21.01, a3- -t225.GS AtSfIAidtP.A OWS-20171 FOX WOW COAfitXVCrVN AIM --2000 ALIUM M OESMN AaMW L 3. THM PRODUCT t4S BEEN OE;7 Nfo & TrorfA TO ColftY WffH T)V REOLW - MEWS OF THE' F4RIOA BUXVW COM Z)04 MYION FOR THE fJVl VE't.00ITy J' IR" AAtc ZONE (f fl/ 7 . �r f ® TO BUM RAJ 0Y,07W.2al. MW BE ANCMR£o PROPEt'LY TO TAS'I'!3R LOADS � ANCPORS 0- A& 18, ,�. "4tH Moms MULLIONS c � W . W1 +W2 !x!lumw l4U��`��N�� tM BRA WM got AILOWAK: OEM PRtS5t Sa TABta ON T'AGa 5, 8 & 7 0000•• • 0000•• OR AWHOAWE IYPF, OM MY ANO LONTION, )MR TO M aT W L oe urol es OR i I t =rc. ra 6�ror ►2s NJNAW FL •4274 ALUM 1, uls 7 (? e 0000 62,'1 • i• • • •• •0• 0000 • •• • ••• , • • 0090 • • 0000 0 A& 0000 lb G 62,'1 • i• • • POT Px MVLUON t 12 L7i Sus ON S7A`Gt•REO ML UoN CUR C(T OpI�JStr£ ON PUT rx AfuLom --,, FLAPGt S OFF cL�P Atut —st? A5 l r TO 12 L'017M A NT 4 OT ) wow BUCK >1ANNEL AW "' i14Cd i7T R� R040wo 10 MPSTfLL AS 5HO1(iYl°)fi "p 4 9 SEE NOTE 3 COtCRETE� i... .1,_ PGT Ix AttllltOAi $GRE9Y, .�,• ^ "� FBR 1« MULL" 't'P1L"AL. AfiJLICW rQ d A LION Y as + 112 rH SAS STAGGE•Ra ,I-POT ix WU JON am C+PPOSIE• sdf s PC rl AS NOT TO WTERFE• SEE NOKS 2 a 3 d2 'wit { r- � NrAC 01MR) • , t POT ix A#fAJON — FOR CONCRE7E APyUCAVONS to 14AW -DA01 GOUNry, to OtJt,Y MLr11t -UAOI; y , CAUNY' AP'PROWO ELCO 1/'4" TAP PONS 013 7j4- $54 ARM --FLEK 4OLS NRY ANCHM AUNIUW OWFANCt: rRQM CPNTE7 OF ANC14MS FO COAICIVE EDGE SE +.- ..•a•. IS 2 121 kW, 308COM N7:• TAPCONS 1 1/4- CREr4 -FLEX 1 3J4- 00 x43R POOD 4PPLP077ONS USE F12 SCRt:W$, S. CO 114 - TAPCONS Opt 114' 5$'4 M17E -FLUX USONRY ANOWS, M1N, affiWA"? 1 1 12' ANChW 04MOMM TO BASE MAMRAL $HtL Br 8EYOW WALL VESSINC OR 5TUCA. ••• / FOR NOLL SW NO QLA4N71TY LIF AALCHM SEE SriEM 5, 6 AND Z FOR / ANC1'E'R LOC VON! Wr SHECF J QUANW OF PWNiNa SCRt:1+Y$ FIR MULL - • rO -CL►F' TO BE N4F THE Q! 4MTY OF ANCh'OOS FlRO14 CLIP-- TO- OACNAAG • (AAWW,W OF 2 SLREWS PER CAP), _ Qt AN•TTY OF ANCHORS SHOWN 480W ARE V? RCrOft ANTPR AP1;4TPON DtLr FOR C CI OU VTfTY or ANCHORS, KM To CWR, 1 P7I WU 4 ON W75 5, B AM 7. FIND We APPtPCAILE NULL JJ' SIZE 44D PRESSUK REQUIRED FOR YOUR 'PEOF1C APP rAlION A PM)AC OR LC401NO CONt1WNS AOT MW W rNISE OCTA14S AFC Nor P40T Or T1ftS APPACIAL, AU S"£EL 114 CONACT NTH AUALWLW TO X PAtWW 7R PLATEL7: r' R'EF OgCU 1E'SP 10; 01 , FTL -25 12, 290: AND 297'5. k � � 10U 8UCk 12 FH sis ACGEREt ON OPPOSITE SIDES (so As Amr To MERFERE WaH EACH 071HiR) SEA NOTE .3 M,ASONRYNOCKOR ,I-Sm NP ns 1 a 3 Nor— an" Ml 0 SYRUC MIN 2` if 4' X12 FH WS SrAGMREO GULP QDPOSITE SM (SO AS 9*r T7 INTERFERE WITH C40L LITHER) eras r.- f X' N07C 3 00 - ti rU4S0NRY A CHOR. SEE VOTES 1 & 3 SEE LUCK wem au AND ri« QM- WAC •• • •••• 1iLCUINUM TUDE CUPA 274 WAS M12 .17 T:• °jyr'.Y $221 !7 • i• • • •• • •••• •• • ••• / • / •••• • • •••• _ $221 !7 • i• • • i i. I (CLIP n OFEM'NG) EXT+RUStof Dim pow t" xui.c cta� 44 ..&& (CLIP w mti1 ! j EXTRUSW DWO 1100 mwmwmcwr FO8 Ix i1rtJLd. yva WE 1. ixxx3A tJ,'t0 23141c J/6 1 ?Vfs a x a arr K 2t/J.- t .fie Y x 4 m M —,,7,—.11 a�2 I A MN.7YPr -c VAI lJi. LCf `1 <xL�ij jC� .. ai;.:, � �• i ?. jgt{E: tpUANTl9 OF ANGNO/S SH W ARC FOR f'aC7#?W(. JaEPlYES@YTAttON WVt.r FOR CufdRbCT 0{Ii�M11Tf1S or AdCNOW, M"r ttEF" Tfl CHARTS ! ?1NZ w 4 tai S$ 6 AW 7 Ft TE CMWCr Wj E r W $Rd FQJP YOUR SPECM AP1Q is ++r�. me mrmcE APPUS ro Au MOM sldp64V'a iwN x RtlF AW TEST JE'f+lill M M-M,2, NO AW ?975. P; TM. 1 f". w, r. a.a.. a 3r¢ }4 • 0000. •0 0 0. • • • . • + ' WaH POT INDUS'R ES PRGQAC ; • • • . •.0 0 f Mo51w 0. • • • + QG • • 0000 M�'i�tVYY MLL. ��, rooKOwr. ft JUN bRlt N'uc 3 •� 7 l5 21 ..i4 040 .. • .. , .• 4 5 . • Ix- L EAVY WALL MULLS MAM 6062 --T6 ►Vt?T I I. REFERENCE TEST FEF'l7RT f7:. -2902, ?943 ME 2,975 WITH ' "+ro e, sm ALLMJNUM' TUBE CLIPPI pf_ Ara? At91C 1St t AIpMOk{8. Id. 3tA� i�� y 4 N T fammoomm c. M!K . • •... t��yCr ALI/i %.GJ ••. . 6221 0 •i • • �• • • ANCHDR 90 i i 1 cl1P ft! (2) A P }A (2) A (4 A (2) 0) h CZ)A (3) A (3) 2 A A a A A A A (3) A ( {3A) p 8 (Aj f3 OP MO (3) B $) (�1 ( �) B (S) 3 (3) B (3)1. MB p} (Ay g {�) N) ) 3) ( �) � (3)B � f) e (3) s (3 (s) il a (3) a (3) ()a () (3) s � � }$ S�) a � }� ILJ ii 1i1 MW 70 (Z) A A A C2) A (2 A (Z) A (2)A (Z) A (2); (2) a (2) k QnWM Mg CAB (2) a (2 8 CR) 0 (2)0 MG (2)) (2) S M 1 CLIP 1D N) (t @ (1) B (1 (1) 8 (1)3 (1) S (1) 3 (1) (1)1 Fgb.a L ,CHs,. a.L P.O. so -xmw R MU1,S hTS 5 +c 7 � 621 • • • p 1. MMWUIt AWMME PFESSURE tip+ fSF. 2 tJgE' M IS MSEO ON MMW WtDTF: FOP? bUUMPLE 011 FM CONSV& WY M AU40E'' UM7► AT A W. SEE SH•EF 1. No t N umoo wood Unix • • • • • • • • 4 ANGHOR Ma- A. ELC.4 114" 'PA! ONS, EMED. ( i 1140 49 • , • .• 714' SS4 CRETE FLEX. 04M- 0 Siri:: • � � • •. • • 8 SEE ANCHCR SPACiNf, KTAIkS . : � i .$HM J • ... • • • • D DC USEDW W f PGT INDIES RJES 8 • wdwn tap M41 • ttr+gd+ Fgb.a L ,CHs,. a.L P.O. so -xmw R MU1,S hTS 5 +c 7 � 621 • • • p 1. MMWUIt AWMME PFESSURE tip+ fSF. 2 tJgE' M IS MSEO ON MMW WtDTF: FOP? bUUMPLE 011 FM CONSV& WY M AU40E'' UM7► AT A W. SEE SH•EF 1. J. RfFEJi'fNCE 7EST RED ra -2302, a"'1 J AND ?FPS ' • • • • • • • • • • • • 4 ANGHOR Ma- A. ELC.4 114" 'PA! ONS, EMED. ( i 1140 49 • , • .• 714' SS4 CRETE FLEX. 04M- 0 Siri:: • � � • •. • • 8 SEE ANCHCR SPACiNf, KTAIkS . : � .$HM J • ... • • • • D DC USEDW W f PGT INDIES RJES 8 • • i NEav • • • p HART 3. a IX2.7;&Ut FTY. & W. csamw r.4 Wm A -118- 130 CUP' t0 (3) � �A �) � (2) A 0) 3 P) A i�. � (2)A M s (z} A (� B 4Zi A (�) � MA �� $ PA �) � �� A (3)a Cpl A t PMO (4) 8 (4) 8 (�4) B M a (4) a ) e (4) 3 (4 B 4) B {4) 6 °,A (2)s (2)8 (2) B (2•) 0 (2) 1 (2) 8 R 0 (2) a 9) B (21 s m a (2) a (2) s m 3 t2) � t� � �) I� z) � (� � G�)� !f] ev so rw sv wr cv_f w I go I is I it I lv -fa - 111 29 'c8 24 4 21 xf 1q tB L 17 17 1ti I is I - - - - ioew- umm- 1 U4XI fUM AWWAV E PW.SSt W W W. C4NSlAk7d OaY TW AVACW IAVIP. AT A TIME. Sf-k Shj r 1i, • • Ali AUfad John .3 TS'% MEW •TEST RfPQIP'• FTC-2902.2903 AND i ,76 so. • • • • • •• • • • • i • 4, ANOMR Try: A: Mt 114 " TAPONS. EM M, (1 1/418 � • • • VW e!'1 NUD HQ1�7. tal mwl � 1/4 SSi CKT }7", SM6bD. (I ,3f 4 }l : • • • � • • • • i a IaSCREWS •••• •• :• •• S. SEE AMC" SPACM tFTA►tS SH%fJ 3. • • • • • • • • •• • • •• t of m �9 v ar US&PAU WH fiff 1N=* S PROM � •.�. ff . • Awdl • • • • • • e low 414 4 Otd • 1'" HEAVY WXL, PMSURE ALUMINUM TAIE C�1P ?EF3 l4ULI1 ALUMINUM 6TV , ' `� .ws« IVTa`' 6 « i 62 1 D 0• • q M{EI OO mumw iamb �t@#�iCa1BR1� HSa�ertt4i#{A�t1N ».._ .....1 �i......... •..._ "V#h WO It _ Length th pyg rmor�: 1 MA;((WM AWWA91.E PRA EMC mM1i FSF: 7. pEsjGm IS PSEO ON UfMMG NJUP. POR MLr11 4•E UNOS, ccwsvER ma Two AQwwwr twin AT A TIME SEE SHEE" f- 3 IWFV?LWCF TEST KPOW FX -2902. 2903 AND ?975 : .'. 4 AWHM M&- A. aOf 114' TA ON% Dom. (I #!4;) m t14` SS4 +CRM -FLUX, EA1/ M 0 S� �. a. 112 SCREWS ••••o. 5 SeE AMCKR SPAUNO OEFALS SHE!( 1 . • • • • • f F1E9t+: i Ciatf. P.G m 7'aylY� t*jv AAA AtlA�OYS, iL l48i3 liQAGVf16. n ld$r4 rSI 7 d . a eel 0:0 8W . 77V • 7sv :.v .w CUP ii (2)A (.)A A 3)1� (2)� ta)+� {�)A (3)A E2} A (5)A ( � {) ta}4 tSl A (2 A { } GXA •. lA : 3�► 4) A cP (4) a �) 8 �) B 5} B (4) 8 (6) 0 (4) B (fit) B {4#a (5) 8 (4)1 (5) 6 (4)3 (6) 0 (4 8 (8) 9 ( -) B ` � 4) 8 (00 a Gl.fp'[q� too f5)�% t�) 6 d6) B 5) 8 {6} 8 (S) B (5) B (5) B (5)8 (s) B (s) 1 (6) 8 (3)5 (6) e (5 8 (6) H 45? q M{EI OO mumw iamb �t@#�iCa1BR1� HSa�ertt4i#{A�t1N ».._ .....1 �i......... •..._ "V#h WO It _ Length th pyg rmor�: 1 MA;((WM AWWA91.E PRA EMC mM1i FSF: 7. pEsjGm IS PSEO ON UfMMG NJUP. POR MLr11 4•E UNOS, ccwsvER ma Two AQwwwr twin AT A TIME SEE SHEE" f- 3 IWFV?LWCF TEST KPOW FX -2902. 2903 AND ?975 : .'. 4 AWHM M&- A. aOf 114' TA ON% Dom. (I #!4;) m t14` SS4 +CRM -FLUX, EA1/ M 0 S� �. a. 112 SCREWS ••••o. 5 SeE AMCKR SPAUNO OEFALS SHE!( 1 . • • • • • f F1E9t+: i Ciatf. P.G m 7'aylY� t*jv AAA AtlA�OYS, iL l48i3 liQAGVf16. n ld$r4 rSI 7 d . a ITT , - - : . ,8221 D eel 0:0 • • . • se • s • .. . ••• •• ° °• •.• oo•• • ..1 ° • . • .. • ••. ITT , - - : . ,8221 D Al:*n Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING RECEIVED Permit No. W PERMIT APPLICATION A aster Permit No. FBC 2004 Permit Type (circle): uilding Roofing W L / p Owner's Name (Fee Simple Titleholder) leINCT( *1 06 Phone # — Q� � �6` 1 D �� s Address . State Tenant/Lessee Zip �3-0 Job Address (where the work is being done) 4t-a 1 1z� i 6a s k City Miami Shores Village County Miami -Dade Zip 3�1 FOLIO / PARCEL # // — 3 aO6-- 0CV -0 / c740 Is Building Historically Designated YES NO--X- A\ Contractor's Company Name fA R W GO �!_� a! O NJ (41P. Phone # C30s) Contractor's Address 0 6wpoQ� N C C.j;, City State Zip �S Qualifier Name Lrr'S %L. �� 5 `� Phone #_ �� Z ` co S d State Certificate or Registration No. Certificate of Competency Noj"j�SnL 15 0S I (0 3_ Architect/Engineer's Name (if applicable) Value of Work For this Permit $ I T®® 04 Square / Linear Footage Of Work: too sq ` 1 TV- � Type of Work: ❑Addition ❑Alteration ❑New KRepair/Replace ❑ Demolition Describe Work: tPi -A (`f �, j O f 7-Mo 0>cDc x:x �: Submittal Fee $ Permit Fee $ 0 CCF $ CO /CC Notary $ Training/Education Fee $ Techn Fee $ e �_ Scanning $ Radon $ DPBR $ Z%4 $ ti Bond $ Code Enforcement $ Double Fee $ (n Structural Review. $ Total Fee See Reverse side -� c Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR 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 wil�xot be approved and a reinspection fee will be charged. /% f % � + Owner t/.gent The foregoing instrument was acnowledged before me this day of 115 , 2002r, by6. Z �F- ng- who is personally known to me or who has produced �J6 17� As identification and who did take an oath. NOTARY PUBLIC: The foregoing instrument st w rrument was a dg -e ged before me this day of M 06- 20 6, by / �c✓'&Md wh personally kn wn to me or who has produced as identification and who did take awAA. NOTARY PUBLIC: CSPFV PLB� MONICA LISSETH DIAZ .MY COMMISSION # DD 483995 9 . J= EXPIRE S:Oct0ber2Q 2009 Sign:�FF;�P BndedThruNota P Sign: -- _ Print: Print: dNt L My Commission Expires My Commission Ex ..,rdEd n APPLICATION APPROVED BY: (Revised 07/10/07) Plans Examiner Engineer Zoning k o. N N E ' i I44% NG )c;,Z'� eytaecr Von- &PrCM oPG nu + o were f: F3C TArna L95 ' e0q.(o • Zt l (2) gkml> 160q. c,2.1 (4) . zone W°t S 8eeu( p, &o©ve on -Me e,�ecA; �e. u3 i vl � a wej 6 --�w e- L0ccc� e. cj w-ioLo mVea was c dN, vod p VY�e ? � l'� tip 0000 0000 0000.. Mimi0000.. ... • .0000. 0000.. .00. . • 0000.. . 0000 0000.. 00000. , 0000 . • 0 00000 0000.. 0000.. � . • • • • • 0000 • • �8 d.• �lmb.P ....t. :0000* s. • AMVJ 142-1 f s) i •••••• • ••• •••• 00.0• 0000• 0000•• • • • •000•• •••••• • • •0•• • • • 0000•• •l 1 b • 0000•• U, t , • 0000 �. x � �°� �� t v 0000•• 0••••0 �k a�,.' � . • • • • 0000•• 0000••" �-� . 0 00 00 • 0000•• � . °:. • • • .. �"t V,l 00000 0900 0 f31 4UNTY BUILDING CODE COMPLIA1, PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE I Jeld - Wen 3250 Lakeport Blvd. Klamath Falls, OR_ 97601 • • MIAMI-DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER S'T'REET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildinacodeonline com SCOPE: I This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code, This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 116 -8" Outswing" Glazed Steel Door — L.M.I. APPROVAL DOCUMENT: Drawing No. JW0509- 03 -01, titled "Impact Glazed Steel Door Outswing 6' -8" Lip Lite ", sheets 1 through 6, of 6 prepared by Jeld -Wen, Inc., dated 09 /06/05 with revision "B" 04/08/06, signed and sealed by James J. Dobrowski, P. E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE INIPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been 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 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 he available for inspection ,it the job site at the request of the Building Official. This NOA consists of this page I and evidences page E- I and F -2, as well as approval document mentioned above. i I•he submitted documentation w:.s reviewed by .fainte D. Gascon, P.E. >� NOA No 05- 1215.111 F\I)iration Date: May 25, 2011 Approval Date: flay 25, 2006 s Page . ••• • 00 0 • • �+FICE 0 so (BCCO) NOTICE OF ACCEPTANCE I Jeld - Wen 3250 Lakeport Blvd. Klamath Falls, OR_ 97601 • • MIAMI-DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER S'T'REET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildinacodeonline com SCOPE: I This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code, This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 116 -8" Outswing" Glazed Steel Door — L.M.I. APPROVAL DOCUMENT: Drawing No. JW0509- 03 -01, titled "Impact Glazed Steel Door Outswing 6' -8" Lip Lite ", sheets 1 through 6, of 6 prepared by Jeld -Wen, Inc., dated 09 /06/05 with revision "B" 04/08/06, signed and sealed by James J. Dobrowski, P. E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE INIPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been 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 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 he available for inspection ,it the job site at the request of the Building Official. This NOA consists of this page I and evidences page E- I and F -2, as well as approval document mentioned above. i I•he submitted documentation w:.s reviewed by .fainte D. Gascon, P.E. >� NOA No 05- 1215.111 F\I)iration Date: May 25, 2011 Approval Date: flay 25, 2006 s Page •.• .. .. • . . • Jeld -Wen. Inc. -0 0 A. DRAWINGS L Manufactut'er s parts ata sac�to4s tlr34ns. • • • 2. Drawing No "JW0509- 0- 41:,Zit ;ei� lntpact -hazed ,'heel Door Outswing 6' -8" Lip Lite ", sheets l,through'6 of•6,•prepared by Jeld -Wen , Inc., dated 09/06/05 with revision "B" on 04/08/06, signed and sealed by James J. Dobrowski , P. E. B. TESTS 1 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 Resistant 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 outswing steel door, prepared by National Certified Testing Laboratories, Test Report No. NCTL 210- 3195-1 dated 9/28/05, signed and sealed by Gerard John Ferrara, P.E. C. CALCULATIONS: 1. Anchor Calculations and structural; analysis, prepared by Jeld -Wen, Inc., dated 11/04/05, singed and sealed James J. Dobrowski , P. E. Complies with ASTM E 1300 -98 D. QUALITY ASSURANCE 1. :Miami Dade Building Code Compliance Office (BCCO). E. NIATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for "Clear or Colored Interlayer" dated 03/04/04, expiring on 03/04/09. 2. Test report No.J99006660 -001, dated 04 /08/99, for "Surface Burning Characteristics of Building Materials" per ASTM E84 -97A for the Dylite Expandable Polystyrene, issued by Intertek Testing Service NA Inc. 3. Test report No.J99006660 -001, dated 04 /08/99, for "Test Method for Ignition Properties of Plastics, Procedure B, Short Method" per ASTNI D1929 -91 for the Dylite Expandable Polystyrene, issued by Intertek Testing Service NA Inc. 4. Test report No.ATI- 61782.01- 106 -31, dated 01/14/06, for "Standard Test Methods for Tension Testing of Metallic Materials" per ASTNI E8 -01 for Steel Door Skin, issued by Architectural Testing, Inc. 5. Notice of Acceftance No. 03- 0428.02 issued to ODL Inc. for "ODP- JWestern keflection Series Aluminum Gla/ed Lite Kit Assembly- Impact" dated 07/28/05, expiring on 07/?8/10. Jaime D. Gascon, P.E. Pao c Chief, Product Control Uffice NOA No 05- 1215.01 Expiration Date: stay 25, 2011 E l kpproval Date: May 2.5, 2006 . •t• . • Jeld -Wen. Inc. • •• . • • • • '. �OTICE OF (rC•••TAI Er:•t(;Vdb eu, SUBMITTED F. STATEMENTS 1, Statement Letter of con%rrrjfjcjaU);jttFof 4611to finaP'cial interest" issued kid -Wen, dated 11/02/05, signed wad 4ealea•by 5t vt•Saffell. 2. Statement Letter of conformance and letter of "No ii Evans and Associates, Inc., dated 11/04/05, signed a fid s ealed by James Dobbo skid P.E. , G. OTHER 1, Letter form the consultant, dated 03/24/06, stating that the product is in compliance with the Florida Building Code (FBC). Jaime D. Gascon, P.E. ryhief, Product Control Office \OA NO 05- 1215.01 Expiration Date: flay 25, 2011 � Approval Date: May 25, 2006 f? r 4 j p " +g Zw, yp� g cig E w C S � 4 �d o $6! .� Al i y TI I( y �I UVIcl g� a` A :/ 2 C m m� °m y b m C m ti m • � y t • m � aym 0 R m �SZm �Q 82" w ro to � !T H \ O A N 62 112" Wix. D.L.O. F_ 79 114' MAX. PANEL. HEIGHT -- --. • • • o-� V2 M4X D.LO. — ----I i 79 1;4 "•Mq►( VANEL HEIGHT • • • • •• •_• •�• IMPATSwCT G'ED O,f STEEL OoOF ! ''NG 6'_.A„ rI' rAh — L r s ��qp� • iCk:ELEYaA -Rjys I: • JEL.D -WEN, INC. 31725 HIGHWAY 97 N. CHILOQUIN, OR. 97624 PN. 1- 800.535.3936 5gr� S m� U �^l pj 4 R', O yy O C S � G n tt Y^ g m 6 o X c S O m � aym 0 R m �SZm �Q 82" w ro to � !T H \ O A N 62 112" Wix. D.L.O. F_ 79 114' MAX. PANEL. HEIGHT -- --. • • • o-� V2 M4X D.LO. — ----I i 79 1;4 "•Mq►( VANEL HEIGHT • • • • •• •_• •�• IMPATSwCT G'ED O,f STEEL OoOF ! ''NG 6'_.A„ rI' rAh — L r s ��qp� • iCk:ELEYaA -Rjys I: • JEL.D -WEN, INC. 31725 HIGHWAY 97 N. CHILOQUIN, OR. 97624 PN. 1- 800.535.3936 5gr� S m� U i i i w I c I j �✓L'RT/CAI CROSS - ScCT.'ON �2. (BrVDURA Y FOB4566 SILL) h Jtt�j hOTL 1 do 2 z (DJ W l 0 U U j z o =ON . ,. ,item DESCRIPTION _ SIDE JAMB 1 1 4 x 4! 16 IFNGERJOINTED PINE Material 1 PINE 2 HEAD JAMB 1 1 4'x 4 911f)- FINGERJOINTEO PINE PI 3 4 x 4" BUTT HINGE 12CA. 089 MIN T 4 9 x 5 " PHIL I FLATHEAD WOOD SCR W STEEL 5 8 x 2 1 2 PHILLIPS FLATHEAD WOOD SCRE ST EL 6 10 X 1 1 2' PHILLIPS FLATHEAD WOOD SCREW ST 7 #3 x 3" PHILLIPS FLATHEAD WOOD SCREW STEEL ci 4 ' PHILLIPS PAN HEAD WOOD SCREEW STEEL _ PRESSION WEATHERSTRIP 0 -ION 5 -650 SUMP THRESHOLD ENDURA PQASTRAEG�AjL ALUMINUM • 60 0 THROW �tJ STEEL ROD 5 16 x 18 STEELA BOLT STRIKE PLATE LOCATED T�eL EAD JAMB 116 Ga. 7116' CROWN x 2 1 STAPLES 5T EL 14 15 I KWIKSET T1TAN SERIES tOCK SERIES 400 16 1 KWIKSET TITAN SERIES DEADBOLT SERIES 780 17 ENDURA ULTIMATE HURRICANE ASTRAGAL . At 0 htl(VLh' 18 ASTRAGAL BOL T VTQIjer PLATE ON 8pTT08A ILL 1 E EL • • • 19 2 2x WOOD SUCK SHIMS FOR 1 4 MAX THICKNESS WOOD •.0 21 DOW 995 SILICONE SEALANT WOOD _; • SIUCON6 22 1 IMPACT IG ASSEMBLY NOA TT03- 0428 -02 1 8 TEMPERED CLASS GLASS • GLASS •• • 23 24 3 8 LAM1ATE1J ANNEALED GLASS 25 XK RLOCK WOOD X 12 LC) GLASS •• 1yAS0 TOP RAIL FINGERJOINTED PINE E • 27 BOTTOM MAIL .25GA MIN GALVANIZED STEEL - STEEL 28 EXPANM POLYSTYRENE 1.0 10 1.2 : I)Mi dy GELD -WEN F 29 STEEL DOOR PANEL SKIN MATERIAL (24G4 GALVANIZED M STEEL • A -525 COMmFRCIAL QUALITY Q021' MIN. THICK. 30 OOC CI f ALUM 6063 5 A VANI 31 Hwcrsi STILT FINGER JtNMfEDivt ALUMINUM 2 CAICH SIpE STILE FLALGER JOIN 1VL PINE �'E 33 J8 x 2" PHILLIPS FLATHEAD WOOD SCREW STEEL �j 1 NOTES t. FOR ANCHOR SPACING SEE SHEET 4 OF 6 2, 2x BUCK TO SUBSTRATE FASTENING MAY UTIUZE OPTIONAL 3116" ELCO TAPCON (NOA 8102 - 0503.07) J rwmpo"'rr SCiri 9- Gb -''S IAN - I ✓ m Z QQ zra� A w0 Lu U w ci 4 • 60 0 x • � Z � i�.r.' • • • 0 Ci `� CL c W ® 1~ • j 1 rwmpo"'rr SCiri 9- Gb -''S IAN - I ✓ Ot IkL A SHEET 5 6 TYR C 4 11 IMF ' � ii- II a 6� & SINGLE DOOR ANCHORING LDCAFIFNS SEE DeTAiL d 12.4 12.41— SEE NL)IL I 6 7 1 r-- 1,1.4 2.4T - 5 TYR SEE DETAJL a SHEET 5 U') Fyp. 61 1 2.4 12.41 1,2 .4 , 4 1 Co 0 tcP SEE NOTE • c),6 CC O X W) LL U CL • W.0 00 lzi 4t4p • 4k 0 • 'Li 0 3 DOUBLE —0J7R Ut (AIL A ruroGE MGutynNG DETAIL LJ i I t 1 I S n Kt PLAT T(� ,,AMo )in,Kt PLATS it/ r7PiCAL_AS,-RAGAL_— -- 1 h ASTkAGAi DETAIL. Fastener Spac ng Enaura Astroyat, lid x 1" PPH WS 13 2 5 2 �- Iiyy�o`ti�tatYr- � G 41 DRILL 3/8° ASTRAGAL RETAWER BGLi HOLE W m THRU TMREStrOLD /yA$G,VRy x 1 -3/8' DEEP 1 Z Q D TAl L z = z =�m DRILL 3/8° ASTRAGAL RETAINER 80Li HOVE Q In TlWV THRESHOLD /MASONRY x t– �; DEEP I L J TZ U 0- D •f••f� qJ -_, f •ff• � f • • N• �fft• •f•i•• • ! i� y`ffl�' l8 f••• • • JZ7 <• DETAiZ E .,• TYPAL ASTRAGAL STRIKE PLATE f • • f • • • f f • • �' • �ti I 30 • • • •f• al i�if•if� 112 x 1/4 ALUM SPACER • •' I s f f•• I rr�� Y • f M3' _ g� f• f i• Q +i - 3 • • •I � i I� i c.l rte' TEMPERED GLASS 112' A76A�PA;;E I I I I I Iii >' G.�4D' iN.y I Exr a ATER:AYER BY SOLUTUA i G 3/4° GLASS Fk ZF 1/8° M&LALED Ii GLAZINv DE TAIL 21 r c � rwsutATEO Goss uN1r T --r ,u y Appfw��.M� �'_ - - - -V oy� Ixwt NT:: oHe fip —', nuou �iai, dr ,:Prl --i NiuvlOdr . ,K d, —� -ti ((ikyNi NO.. t(-JAru�J9- a "? uS li 4.. - — - �— -- 4.563 - - --t v iNC 1H— h"t--- �ye�'� n (£NDURA) PA"FOB4666AA, 6063 -T6 ALUAdINUM �. t 2 /J j"--- 4.563 " -- - --..i II N 'AQQL" ,AMf3 fINGERJOINTED PINE 0 I e�itMP:2t�+SiGN iarATH J.'STwA EN i A: ir(A',A _j�f MATERIAL. C/R STEEL RGJ ZINC do YELLOW CHROMATE 1.25 2 b � 1.2 } 1+ — •- � � , I g-32 O `ArC” to 1. suppmr - -- z LATCH STILE & HINGE STILE (L vL) A;rE TOP RAIL (FINGERIOINTE i &j2ur2A j Tr PINE) 2 6063 -T6 ALUMINUM �r LO:�cs�^�K '12- WOOD 18 2.5•, � CD qy" (Mln) T 3/4'I► W I= 4 x 4 x 12 GA STEEL J iIf • +•••- �I•••�• •!• +1 L_j rv.�,..i1 rhA 0000 ALUAMNUM 0 ! • V r • R• 111l�7� 0 0 ~ 606,164500 00 v�,v•0: i� ! i, •I c, • � •I �•N•! •!• *,•s!• • • 0000 : .• + ' SiLEI, 2, „A "IN GALVANIZED j — 2.D.. _ - �— -- 4.563 - - --t v iNC 1H— h"t--- �ye�'� n (£NDURA) PA"FOB4666AA, 6063 -T6 ALUAdINUM �. t 2 /J j"--- 4.563 " -- - --..i II N 'AQQL" ,AMf3 fINGERJOINTED PINE 0 I e�itMP:2t�+SiGN iarATH J.'STwA EN i A: ir(A',A _j�f MATERIAL. C/R STEEL RGJ ZINC do YELLOW CHROMATE 1.25 2 b � 1.2 } 1+ — •- � � , I g-32 O `ArC” to 1. suppmr - -- z LATCH STILE & HINGE STILE (L vL) A;rE TOP RAIL (FINGERIOINTE i &j2ur2A j Tr PINE) 2 6063 -T6 ALUMINUM �r LO:�cs�^�K '12- WOOD 18 2.5•, � CD ASTRers_r :;I , STRIKE F�aTy u, N Appnnodw waft 1•--- i' -Ub -UJ e r FFMO-1 NTS _ iPk M -4 Oahe r 1N! �waso9- as -;;o j W0 2h �o T 3/4'I► W I= J iIf • +•••- �I•••�• •!• +1 rv.�,..i1 rhA 0000 ALUAMNUM 0 ! • V r • R• 111l�7� 0 0 ~ 606,164500 00 v�,v•0: i� 0+000• — • • i, •I c, • � •I �•N•! •!• *,•s!• • • 0000 : .• + ' ASTRers_r :;I , STRIKE F�aTy u, N Appnnodw waft 1•--- i' -Ub -UJ e r FFMO-1 NTS _ iPk M -4 Oahe r 1N! �waso9- as -;;o j MIAMtOnADE -� ,,,...,.,A rur inaustries Page Z • • •: :vltAlMM- I)ADECOi1N'I'Y,FLOKWA 6LALDING CODE COMPLIA""CE ofTlCr, t11CCO) • : • • • • 0,M1', t-R6 -r44E "- Ql!ER BC1j.DiNr, PRnnx?(T CON'rRnL i)IN.ISION •• • •• • LW W1LST*1•WL& 9TV:T, SUITE t(,o3 • • • • WWf, FLORIDA 33130 -1563 1305) 375 -2901 FAX (305) 375 -2408 otw %byildipgcateonline.cotn NOTICE OF ACCEPTANCE (NOA) •• • . • PGT Ladtrstries -- — _ __ —'.: :. 1470 Technology Drive, • • • Nokomis, Fl. 34275 st;om This NOA is heing issued under the applicablc rules and iegulatious governing the use of eonstructian materials. The dOCUr2'tentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas wb?TC allowed by the Authority Having Jurisdiction (AEU). This NOA shall not be valid after the expiration date stated below. The Mianii -Dade County product Control Division (In Miami Dada Courtly) and/or the AIU (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 =terial fails to perform in the accepted maruter, the manufacturer will incur the expense of such testing and the AHJ may Immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke thic acceptance, if it is determined by Miami -Dade County Product C'ontml Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Cale, including the High Velocity Hurricane Zone. DESCRIPR'I ®N: Series Outswing Al""Wnum French Door wJ Sidelites -- Non-Impact APPROVAL DOCUMENT: Drawing No.11005 -2, titled "Outswing lion -lmpt t French door(s) & Sidelite(s) ", sheets [through I I of 11, prepared by manufacturer, dated 02/28/07 and last rovised on July 11, 2007, signed and sealed by Robert L. Clark, F.E., betting the MiauriDade County product Control Approval stamp with the Nc�tit c of Acceptance number and approval date by the Mianii -Dade County Product Control Division. MISSILE IMPACT RATING: None: Approved Hurricane Protection devices, complying wl FBC, as applicable are required. Limitation: I. Full length reinforcements are required for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from table 1 or table 2 shall control. 2. Egress operable doors trust comply with )nin clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and Wowing 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 them 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, ror 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, iloH4 and followed by the expiration date may be. displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be. provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page I as well as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Cpanda, P. L NOA No. 07- 0309.09 Expiration Date: August 02, 2012 Approval Date: August 02, 2007 Page i : : • • • • ••• :. :. • • •: :vltAlMM- I)ADECOi1N'I'Y,FLOKWA 6LALDING CODE COMPLIA""CE ofTlCr, t11CCO) • : • • • • 0,M1', t-R6 -r44E "- Ql!ER BC1j.DiNr, PRnnx?(T CON'rRnL i)IN.ISION •• • •• • LW W1LST*1•WL& 9TV:T, SUITE t(,o3 • • • • WWf, FLORIDA 33130 -1563 1305) 375 -2901 FAX (305) 375 -2408 otw %byildipgcateonline.cotn NOTICE OF ACCEPTANCE (NOA) •• • . • PGT Ladtrstries -- — _ __ —'.: :. 1470 Technology Drive, • • • Nokomis, Fl. 34275 st;om This NOA is heing issued under the applicablc rules and iegulatious governing the use of eonstructian materials. The dOCUr2'tentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas wb?TC allowed by the Authority Having Jurisdiction (AEU). This NOA shall not be valid after the expiration date stated below. The Mianii -Dade County product Control Division (In Miami Dada Courtly) and/or the AIU (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 =terial fails to perform in the accepted maruter, the manufacturer will incur the expense of such testing and the AHJ may Immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke thic acceptance, if it is determined by Miami -Dade County Product C'ontml Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Cale, including the High Velocity Hurricane Zone. DESCRIPR'I ®N: Series Outswing Al""Wnum French Door wJ Sidelites -- Non-Impact APPROVAL DOCUMENT: Drawing No.11005 -2, titled "Outswing lion -lmpt t French door(s) & Sidelite(s) ", sheets [through I I of 11, prepared by manufacturer, dated 02/28/07 and last rovised on July 11, 2007, signed and sealed by Robert L. Clark, F.E., betting the MiauriDade County product Control Approval stamp with the Nc�tit c of Acceptance number and approval date by the Mianii -Dade County Product Control Division. MISSILE IMPACT RATING: None: Approved Hurricane Protection devices, complying wl FBC, as applicable are required. Limitation: I. Full length reinforcements are required for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from table 1 or table 2 shall control. 2. Egress operable doors trust comply with )nin clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and Wowing 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 them 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, ror 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, iloH4 and followed by the expiration date may be. displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be. provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page I as well as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Cpanda, P. L NOA No. 07- 0309.09 Expiration Date: August 02, 2012 Approval Date: August 02, 2007 Page i —xi inuubzrles Page 3 PGT industries NOTICE OF ACCEPTANCE: EVtOWC7 *S'UBDvItT60 A. DRAWINGS ' 1. Manufacturer's die drawings and sections. .• • 2. Drawing No .11005 -2, titled "Outswing Nori lmp: dFie4cidbo=(,$) &�Stdelite(s) ", sheets 1 through 11 of 11, prepared by manyl�etu; J, c6oedb2J28/07 and last revised on July 11, 2007, signed and sealed by Robert 1'. CjAlft. go B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Forced Entry Test, per FBC 2411 3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door -,v/ sidelites, prepared by Fenestration Testing Laboratory, inc., Test Report No(s). YFL -4969, dated September 09, 2006, signed and sealed by Edmundo Largaespada,P.E. C. CALCULATIONS 1 • Anchor verification and comparative analysis dated 03 -02 -07 and last revised on 06108107, prepared by POT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTME- 1300-02 D. QUALITY ASSURANCE 1. Miami Davie, Building Code Compliance Office (13CCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement Ietter of conformance and no financial interest, dated 03- 02 -07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1 • Test proposal dated Jan. 17. 1007 approved by BCCO. fshaq I. i Banda, P.E. - Product Control Evniatirler NOA No. 07.03( )9.09 Expiration Date: August 02, 2012 E -1 Approval Date: August 02, 2007 �_........_ 4444 - �._._1... NOTES: OUTSWING NON - IMPACT- FRENCH DOORS, AND SIDE LITE(S } 1 GOING OPT fONs: A. 3116" TEMPERED GLASS B 543° I.G GLASS CONSISTING OF (21 LITES OF 3;18• TEMPERED GLASS WITH AN AIR SPACE BETWEEN. 2. DESIGN PRESSURES' (TABLES 1 AND 2, SHEET 1 AND TABLES 1A AND 2A, SHEET 2) $Q A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS FABLES ASTM E 1300.02. B. POSITIVE DESIGN LOADS 9ASE,D ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02, & EXEFRQR 3. CONFIGURATIONS X, 0, kX, pO_, OX, ULO OXX, OXO AND OXXO. 4. ANCN.ORAGE THE 33 t 3 %STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. 74 OR 755 FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 -11. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SMALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION 5. SHUTTERS ARE REQUIRED WHERE IMPACT RESISTANCE REQUIRED. SHUTTERS MUST BE MIAMI -DADE COUNTY APPFOVED FOR INSTALLATION IN MIAMI -DARE COUNTY. 6. SEALANTS: 0vSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT 7 REFERENCES TEST REPORT FTL -4864, ELCO TEY,TRON NOA: 0"72101. 03-0225A6, ANSUAF&PA NDS -2001 FOR WOOD CONSTRUCTION, ADM -2005 ALUMINUM DESIGN MANUAL 8 THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE fLOR0A BUILDING CODE, CURRE14T EDITION INCL UDING HURRICANE `HE HIGH VE LOCITY HURR Z014E (HVHZ). 9 CONFIGLRATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A THE LOWER DESIGN PRESSURE FROM TABLE i. OR 2, WREVAILS. B. FULL LEND f H REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET S), IS REQUIRED ONLY AT ALL DOOR TO SIOE LITE CONNECTIONS FROM TABLE 1 AND 2. ONLY REFER TC TABLES 1A AND 2A, SHEET 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REM h°NT IFORCEE. 10. SINGLE DOORS 33 5r8' WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS M 64 NT WIDE. OR OVER COMPLY WITH THE EGRESS REQUIREMENT$ OF : �' aIAY 9E USED WHERE EGRE THE FSC, CURRENT EDITION, NARROWER DOORS SS - E:tTERIOF � NTER19R tnn 5 tlz �� NOM® 3118' TEMPEREDGLASS ---I I-- 3116_ _ "__GLAZING OPTION IS NOT RCOUIRED By CODE, A EXTERIOR ZLE 1- DESIGN PRESSURES: OUTSWING DOORS tSEE NC1TE 9A AND 9B ABOVE FOR OX,XOAXo,cXX,OXlD & OX DOOR _ DOOR HEIGHT _ WDTH 6°- 79314" 7°- 83314° 87314" 91314" 2° 25112" +75.0 -1111 +75.0 -1D5. +75.0 -100. +75.0; -95.2 +75.0 27 Irr +75.0 -105.0 +75.0 -%a +750; -93.7 +75.0: +750 29112 +75,01 -98.9 +75.0 -93.2 +75.0 -88.2 +75.0: 83.7 +75.0 2° 311!x' *'7 -93.7 +75.0' -8d.3 +750:1-834 . +75.0; -19.1 +75._0 2° 33112 .75.0 �2 3 +; 5.0' 62.3 +75.0 ` -79.3 +75.0 -75.1 +71.3 351tx }72.9 -72.9 172.9 -72.9 +72 9! -7241 +71.6 - 71.6 +68.0 3° 3711x" +85.01 -65.0 +65.0 -6.5.0 +$,5 0 -65.0 +65.0 65.0 +65 0 i° 47 714 +75.0 -112.1 +e'S fl -105. +75.0: -100. +75.0: -96.2 +75,01- - 4444 -. -.. 51314 +75.0' -105.0 +75.0`91.0 +750; -93.7 +75.0, -89.0 +75.0 - 55 314' '75,0 -98.9 +75.0 -93.2 +75 0; +75.0' -83.7 +75.0 - -r _59314" +_75.0 -93.7 +75.0 8,x43 r- +715, 0! +75.01-79.1 +75.0 5° 63 314" +75.0 -823 +75.0 -82.3 +75 O I -79.3 +713 67 314 x72.9 •. -72.9 17 29 -72,9 +72 9 •72.1 6° 71314" -135.0.' -%,0 +EbO' 6+65 D 1 - 65.0 +EIS n J P,0 Me lw NDKO aet rLW4 Aww d ro cow" ft wily lbw 76 du+s_AiK,JC,_r_Z den poem y= iw.m oeoe r.«I"a Cnbpv! ........ 3M 6" TEMPERED GLASS -+ AIR SPACE -- :;116" TEMPERED GLASS S18' NOM. 'ABLE 2- DEEM PF ;ME LITE UIDT H e - 78 314" 16 314" +75.0 L150. 12 314" +75.0' -150., 19" +750:-138. 21314" +75.0'023., 27314" +750! -101.' 38119" +67,3 $7.3 96 314" . +85 -0; •65.0 Ian 112' I 5/8" q.-GLAZING OPTION : SIDE LRE (SEE NOTE 9A S 913 Aka SIDE ME HEIGHT r 87 add" 91314- e-95 ).0 +75,0 -150.0 +75.0 -150.0 +75.0' J.0 +7S.Oi 150 +75.0 -150.0 +75.0 314" T�a.0 -N i1.0 +75.0 °124.3 +75.Ui -118.3 +75.0 -112.7 +75.0 -116.6 +7501 -110.5 +75.1) i -105.1 +75.0.100,1 -95.3 +75.01 -�.2 +75,0' 65.5 +75.0 -81.3 +67.3 -67.3 +67.3 f 67 3 +G7.3 -67.3 +65.9 -669 +65.0 65.0 +65.0 45.0 +65.0 -65 +65.0! 85 0 ltu.4v r1 +vcN DOOR A SIDE L17ES,, NON4MP.1C, ranvut 1X 1 a 11 11Q0.52 g NOA DRAwirgo MAP TOPIC SHEET GENERAL NOTES........, I CONFIGURATIONS 4444. 1, 2 GLAZING DETAILS.. 1 DESIGN PRESSURES.... 1 ALT. DESIGN PRESSURES. 2 ELENA PIONS ............. 3 VERT SECTIONS ........ 4 HOR12 SECTIONS ... ..... 5 PARTS LIST ................... 6 EXTRUSIONS. ... ............ 6, 7 0••0•• • 000.00 0000 • 0 0000 •••••• • • as • e 9000•• • • • r bn L, kpk,. -E. PE v-, B/l: ft.uA. l TABLE M DESIGN PRESSURES: OUTS D(ypRg cti DOOR OR HEiG u WOTH e-793)4- 7° - 83 314" 87 314" .....g1 314" 8° • SS 314" X 2° 251sT" ._ +60.0. -60.3 ._.,..._ +57.0 ..57.0 -_.... +54.0 -54.0 +51.3 51.3 +48.8 -48.8 X 2711X' +56.5'-565 +533!-533 +50.5 -50.5 +47.9 X7.9 +60.0 -87.3 19" +60.0 -74.6 +60.0 -70.5 +60.0, -86.9 +45.6 458 X 29112" +53.3' -53 3 +50 2; .502 +47..5 -47.5 +45.0 45.0 +42.8 X12 8 X 2° 31 112" +50.51 -50.5 +47.5 -47.5 +44,9 X4,9 +42.6 42.6 +40.5 X4(1.5 X 2° 331/2' +44.3i -443 -4431-44.3 +42.71 -42.7 +40,4 -20A +, ^•,8.4 -38.4 X 35112" +39.3 -39.3 +39,3:-39.3 +35.5 +39+31-39.3 38 314" +38.6 -38.6 +56.6 -366 X 3° 37112" +35.0; -350 +350' -35.0 +35.0 -350 *35.0 -35.0 +35.0 •35.0 a 4� 47 3/4 +60.01-603 +57.0 -57.0 +54.01 -54.0 +51.3 X1.3 +4$.8 qg,g CX 61 314" +56.5 -56 5 +53 3 53.3 +50.5, -50.5 +47.9 X7.9 +45.6 45.8 .X 55 314" +53.3 -53.3 +50.2 1 -50.2 +47.5' -47.5 +45,0 (X 5° 59314 +50.5 •50.5 +47.5 -47.5 +44,9 44.9 +42.6' -25.0 42.8 +42.8; 42.8 +40.5? 40.5 'X 54 63 314 +44.3 -44.3 +44.3 •44.3 +42.7 -42.7 +40.40.4 +38.4; -38.4 A 673/4" +39.3' -39.3 +39.3 -39.3 +39.3 .39.3 +38.61-38.61+36.6 _36.6 X 6 71314" +35.0 -350 +35.0 -35.0 •359 +35.01-35.0 SIDE LITE SIDE LITE HE(GHT NOTH 68- T9314" 7°- 83314^ 87314" 91314" 80 -9b 314 10314" +60.0 -120. +60.0; -118.1 +60.0412.4 -610f-107,2 +60.0 -102.4 92 314" +600 -'0"A +60.0 -100. +60.0 -95.8 +60.01 +60.0 -87.3 19" +60.0 -74.6 +60.0 -70.5 +60.0, -86.9 +60.41 -63.7 +60.0 X0.7 21314" +60.0 -66.4 +60.0 -62.8 +59.5: -59.5 -56.6 +53.9 -53.9 27 314" +54 4 -54.4 +51.3 51.3 +48.5 ` -48.5 �+56.61 46.1 ;X6 .1 +43.8 -43.8 36 718" +36 2 .36.2 +36.2 -36.2 +36.2 -36.2 +35.2 -34 2 +35.5 -35.5 38 314" •x35 0 -35.0 +35.0 -95.0 +35.0 -35.0 +35.0 -35.0 +35.0 -35.0 A.AlMwnl as n.wmrinq r'W dip Pak _A114 All opt o� WT 4-': 1, CX)NF GU RATIONS WHICFI CONTAIN A SIDE LF E TJ D(iOR COIJNE TIUN: A °FIE LOWER DESIGN PkESSURE FROM TABLE 1 A. OR 2A. PREVAILS 8 DOOR AND SIDE LITE COMEIINATIO14S FROM TABLES 1A AND 2A. JL0 NOT REQUIRE REINFORCEMENT ITEM 22 2, POSITIVE DE51GN PRESSURE IS LIMITED TO 60 P.S.F (WATER RESISTANCE 91) P.S.F.) FOR DOORS AND SIDE LITE$ IN TABLES 'A AND a^A. 3. DESIGN PRESSURES UNDER »0 PS.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY, 'YVA7 F+»+wQ")GvL,rvE I rT[ IWWRrd:OESIGNPRESSt1RES a III)A o t aerie ,. IeOl,Qt9$TLlLaWT� nr"v7m JILLI/� +RJIr /iHri74i 1 ; 110015.2 , B 0000•• • • 0000•• 00 0 0000 • • .. • • .. .. •6•••• •� t I t F 7 4 a F 0.0000 6 0 1r • 0000•• � • 0 0000•• . c .0000 0000•• • • N• • Q) 0000•• � • 0 •0600• rno w 0 — —73 1 ;2• MAX. • 1— — 091 /r --- �-. -- � 3'4 36 314• MAK. -31M NOTE 3- {-»-- 363(4* wx I. t 4 49 "Ef E / Ef 4 941 4 H4 314" MAX. DLO (TYP.) F[ F 1C X At:T, A )UC B h:OTES 41 1 FOR ANCHORAGE DETAIL5 SE_ FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS d AND 5 51133E UTFIS OVERLAP'X' ANO'YX' DOORS BY 34 WHEN ASSEMBLED TO A1AKE'OXO -AND, 0, CONFIG TIONS. 4. 9EE ?ABLES 1 tA, 2, AND'dA CN SHEETS 1 AND 2 FOR APPLICABILITY OF REINFORCEMENT FOR DOOR AND SIDE UFTE CONFIGURATIONS. 6. CLEAR OPENRIG FOR'X'AND'X.V DOORSAS FOLLOWS- (A' DWRi = WIDTH - 5.646 j,b. SIDE LITE DL O WIDTH s SIDE LITE WIDTH - 311r." SIDE LITE DLO HEIGHT = SIDE Ll EIGHT I DOOR WIDTH/2 A 07(I -- 1a3 314' MAX. _....'. _ SEE NOTE 36 314' ' ` MAX _� 4 49 , 41 t o EE NOTE J4 SEE N01E 4 �M X 33 112- MAX. J it 95 MAX 4 L� (TYP.) E' �E ' "Ej"JE KACT ; iX tNACT, p oo / 41 SEE NOTE 4 13 �u t rr.i i —� G �G 96 3!4• wx. (TYP.) ACT NW040 Fi �'v. rKEGN DOORS SUX UTES, X0*JAfPACi �'"� NTS / �rj • �+r un7 is 344 vrat { 6 c c • M • • Cj� C CD cc CD CAL 3 % VZ' MAX. A -' —, Qii(i r�A 71 d/4' A1Ai ;�S" b1RX. --, DLa(TVPI -- 1a3 314' MAX. _....'. _ SEE NOTE 36 314' ' ` MAX _� 4 49 , 41 t o EE NOTE J4 SEE N01E 4 �M X 33 112- MAX. J it 95 MAX 4 L� (TYP.) E' �E ' "Ej"JE KACT ; iX tNACT, p oo / 41 SEE NOTE 4 13 �u t rr.i i —� G �G 96 3!4• wx. (TYP.) ACT NW040 Fi �'v. rKEGN DOORS SUX UTES, X0*JAfPACi �'"� NTS / �rj • �+r un7 is 344 vrat { 6 c c • M • • Cj� C CD cc CD CAL 3 % VZ' MAX. A -' —, i I i.. _x --- _.__L SIDE L ITE S( L} SECT. " ..................... _ . EXTERIOR" � INTERIOR S VIEW G -G CORNER ASSEMBLY "o.- ,Mesh me �' ✓}lei `?o ++C u- ��I•.., townd CLEAR COLORER SEALANT I� I• .... • • rn PE a:1b71:: Stwtum )rX VAADTH.... OLD �xx� SECT. 35 36i 34 HORIZ U 55 MAX.'X' WIDTH �1 MAX. SL WIDTH SLE0QR SECT. E -E SPACING. SAME AS _ — JAOAB ANCHOR SPACING (SEE SHEETS at 9 AND 10) ' NOTE. FULL LEI IGTH REINFORCEMENT '22) APPLICABLE TO DOOR AND SIDE -/ LITE COMBINATIONS FROM TABLE$ 1 ANO 2, SHE ET - . ITEM 2216 NO E ma' 1 DLO ` i' __ MAX. SL WIDTH SL SECT. F-F 1 t ik w. fi, mg (U4c • 0000 • • • 0000•• 0000•• • • •• • RIOR i' __ MAX. SL WIDTH SL SECT. F-F 1 t • 0000 • • • 0000•• 0000•• • • •• • • � • 0000•• � 0000•• • •••• • 0000•• 0000•• tea•. • • • Q 0000• 0000•• • • • • V 0000•• • • • • ••• • 0 • • • 0000•• L9 00 • •• 00004 . 1 ff� b RODa�i L. CUM. P.fi ' W ?F. e7671Z' !tEM DWG 0 Pa-rd CIiIPTION 1 9438 40411 FRAME HEAD 2 1010 60 WSTP:,E? -LON 19O X.375 HIGH '•- `•.... 3 7d7- 0`tF3j070K 0- _ 67 BULB WEATHERSTRIP .187 X.300 F rH 4 955 FLUSHBC- T-- STRgCEpL4TE - - 5 938 7938X 2 PT LOCK ' RtKEPLA7E 6 956 - -WA FRAFiE HEAD TR1K PLATE 8ACK9dG PLATE 7 78 12 X8-32 X.500 PH. FL. MS - S.S. WISILMNE PATCH e 996 70995 GASKET (BETWEEN 7HR'ESFWD & FRAME dAM8) 5 ` 70966 GASKET (BETWEEN HEAD 8 FRAtdE JAMBj —..' __. 10 952A 6533016— FELLER k p ApAP 11 11000 ti170Q(#�A OUTSWINGTFIRFSIUJ— " 12 1670 b71070 WSTP, 350 RD AF ILLT•SLGT(AMSh]URYFri?Attj 13 11004A, ti11 "m - WII�THRESF#OLDCHKtdNEL OVER 14 11001A A11O01A ACETAI. SPACER .oes pr *OUSE WrC-'- ON OL Ep 15 i6 11002A 411002A ACETAL SPACER .095 {IrtFiOUStFiSIUgC INJECOhI MOLDED) tf -"USE OWLC'TiON 11(103A 411003A � j q�SPACER .140 MOL p) ZO 99- 60380 FRAME V'400 (OUTSWING) 21 1010 0 WSTP.,Q- 1,011.194 X,375 Hr-H 22 8808 66608M 1)'- 3,4X650 TUBE MULL 6061 -T5 23 1140 ?BX112J'SATS X8 X 1.500 PH SG A T1S - -` 24 -S-930 10x8 71048_ — IJAMU SCREW COVER CAP ' 41721N t6TRIKE PLATE INSERT 1116 20 710X34 FA X10 —X .750 PH. FL SMS 27 7070 67070K 6g WEATHERSTRIP.tB7X.300HK i 30 910D 10 RIM TOP G SOT. RAIL 31 91 tE 0911 DOOR RIM PANEL SIDE RAe (OUTSWWG) 32 ' 1; ^FRLfO HINGE ASSY. (91 ME)) - - "- 33 11A T }05880 W,B bQ378M 00 X .64 PH. FL SMS - T�1SS Ct.AiNP 34 91;:A 35 36 ;113C 63TRCIDA X1618 7FkEDECI ROD — — 7990IdUFA 5118 18 FLANGED HE .NUT _37 914A - UIF379M "- WEATHERSTRIP CHANNEL '... - 7834817 98 X 75 PH. FL T'EK 39 99 70&97 GAS SET {BETWEEk PANEL HEAD/SiLL F PANEL STILES) 4p 1023 E7924G WSTP ..187 :K.2!A HIC,H; FINSEAL 41 92t:� A1720 SLOE BGLTS'SSY. (INACTN PANEL ONLY) ibE X .500 PH f L SMS TYPE BDS 42 1145 76X12FPAW 43 1Z' 2 P30GG S ILL 5 T PL LFG (tJ R 1 1E Pt+il ) 44 98`;8 6983 ST DOOR PANEL ARAGAL. 1 ( SWING) 45 9848 6984 ba200K 1VSTP OR PANEL ASTRAGAL 2 {OUTSWING) , C •LON .190 X HK;H A7 74UBlOK .20U LOCdt SUPPORT ASSY. (41707 & 417118) 48 11 3S 634F 6S X 750 PH FL. SMS 4S 982 F'XPTAti i PT. LOCK ASSY. so _ tiR1E S RUBBER SLEEVE - - Si B3U 41721 6WR PL. MFSERT(WACTIVE PANEL. STROKE PLA IE 52 931 7FR5PX pEA[k30LT 53 1118 718X34PFA #10 X.763 PH FL SMS 54 657 70a357X HAIWTL.E Q" Ts�' UtE PLt+.TF - -" 55 11116 '10}i94PFA #1Q X 750 PH FL. SM3 ......... F.Y YlSt7 @ ACO/fkW'047FAC ..�..... _` MY A- WACf -0 nt#Ar DR4$fAt. j16tn TiURMLM&Wy R(D1TO193 Ft 91276 PA r1&+l6PREY. dP:TBi tp D• P.O. fit?.K f8i3 ! ) 1:00 .. a ^UO .....12ti i- 2� REINFORCEMENT 8083.75 FrrlP1 ' 112 1 6 -11 0000•• • • vi S NOAFIAdPACT Robin. L Ch-. r e 11FH1d,2 B s.I.Al t 1 I S c 00.00• • h s • e • ► 0900• 0 0 G 0000• C • s U e••0• r 0900•• P. • N • a • •000•• U • e •0000• Op 7* I T50 + p _I jl 4000 X62 -►j �I I� I� I _J DOOR PANEL 30 TOP 8 BOTTOM RAIL &783 -TS �.I I 4.100 0082— - I' j r DOOR PANEL 31 SIDE RAIL fA63 -TS _ }�-1 750 —..•i 00 05 .550 I � � i i t a 4.t[m 182 �- i 4 878 L DOOR PANEL INTERIOR ASTRAGAL / `✓ 806375 _ { + —.750 1251 L 00 05 .550 1 y 1 L t / i � FILLER HELD ADAPTER (Z. TRUSS 6083 -T6 � J ]� r- 3(.000— �I 1 H 1272 7 FRAME HEAD �,/ 608J•T6 i 078 1489 489 i 3.000 — — • {�t OUTSWING THRESHOLD 11; 6063.76 j--j.806 .806 � -- 683 (( 050 T_l, IL I W16' GLAZING BEAD D4 6063.T5 x1.750- 1 .062 4100 4.675 I! DOOR PANEL 45� EXTERIOR ASTRAGAL / X183 -T5 S83 0m F S/8' GLAZING BEAD �) 6083.75 r+- -- — 3.100 f 1.174 i1 502,4 BOSS j i 4,586 �L _ d n l �— 3.100- .. SL HEADER 8083 -TB SL SILL 6063.76 I 4� 3.000 —` �. '0w zflDOORFRAME JAMS 6063 -T6 oso I 3.tX10 0 6.� SL JAMS_ �L 6063 -T6 830 2.980 IfSD ffI �'� SL JAMB U ADAPTER �.J 80fi376 'Oglq 1D kA07EC,w�coaramE EXTRUS" PROFX ES )101(011p3 F2 9f?7d wt yaaroas�e „avow oo.ec4lao ALUM FRENCH DOOR AS - -- Hwaus R uai Y.'dby Awfil er — Forar 912 7 .7r I V06-2 B 050 1.20 a5G � �•... 3T VVEATHER STRIP CHANNEL am$.T5 — 0.375 2.125 II . tl5 1 3a ` INGE 1-106tiT6 a 4 A�IM'td yf tYlw,lytelF wlri {�. � P'Mfrlit eu..10< fwl« Hoar �L Xq nut„an s, 0 • .. 0 0000.. 4141 • 4141 • • • � V00••. 0. 0• • F • 0000.. 000000 • • 0 4100• .0000• n. •.•..� 4100. 0 • • A • 00.00 04.00. • • • . TI • • • 4 • 410.0• .• .• 4141 �• 4100..• �! 000400 I • 1� • • • • • :D N 4100• •...i• . • 0 • ... • • 4141 • /,* �•••.• • * 4100 � arnu,z O - HEAD HEAD ZONE 'D' 1— f ZONE'c' 'ZOEAD i I -T • .\ Ii a � LLa' X W O 0 N m z � N N N N SU.L L ... ' . SILL ...... 'LONE SILL SILL -ZONE -D ZONE D. SEE TABLE s. S�iT.6 SEE TABLE 4.. 5HT. 4 HEAD ZONE '-- HEAD ZONE -F" j HEAD ZONE 1 -E. `E r i ( , SILL ZONE "E' - 50.L " -4 ZONE O SILL I sy. , /' ZOME 1 °y-l.�la5l_i:_"k ' SEE OXO I $ SEE TABLE 6. , SHT 10 _ -MAD r ZONE 'D' --t- HEAD ZONE 'D' 1— r 'ZOEAD i I i • .\ Ii a � d W Xx m 0 N m z � N N N N SU.L SILL SILL -ZONE -D ZONE D. SEE TABLE 4.. 5HT. 4 rZOI.D° i ZONE F' f. -ZEE! t ZONE - ZONEE""F'�ZONE Fl� -?ONEJ I — tK m XXO OR OXX �. o • I^ � 3 ti SILL "' � � t" ZONE - 51L1 SILL s 5 L < 1 I HEAD 1— ZONE "b' 'ZOEAD i I f Ii VD 4 zu o m 0 0 z XO OR'OX Lu N N N SU.L .\fjtla BY.tA� Cwt ® SILL ZONE "E' - 50.L " -4 ZONE O SILL I sy. , /' ZOME 1 °y-l.�la5l_i:_"k ' SEE TABLE 5 . SNT $ SEE TABLE 6. , SHT 10 rZOI.D° i ZONE F' f. -ZEE! t ZONE - ZONEE""F'�ZONE Fl� -?ONEJ I — tK m XXO OR OXX �. o • I^ � 3 ti SILL "' � � t" ZONE - 51L1 SILL s 5 L < 1 ZONE 'F' ' ZONE SILL ......t.._ SILL __+LONE i ZONE SILL Skl SILL ZONE —� ' —ONE } E' SEE TABLE 7. SHT 10 E. ZONE "F' ,E" t— -ZONs r ._ ZONE , Z;cE T}tS1� E 7 SHT ya F. SEE TALE T. Sw 10 NOTES: — 1. APPROVED ANCHOR TYPES ARE: 1. 1 /u' ELCO TAPCONS 2. 1/0 ELCO SS4 CRETE -FLEX MASONRY ANCHOR$ NIZ SGREIVS 2 ANCI OR QUANTITIES ARE BASEL ON SPACING AS FOLLOWS ,3" Mitt. O.C. FOR CONCRETE): SEE EXANAPLt OYJ(O ANCatOK LArOUT O t SHEEt 10. JAMBS ALL : 13114' MAX. FRGM CORNERS AND 23 li$' MAX. O C. DEAD & S. LL OF DOO S' 8" MAX. FROM CORNERS, 9' MAX. FROM ASTRAGAL CENTERS AND 20 T/8' MAX. O.C. HEAD aSWL OF SIDE LITES: W MAX. FROM CORNERS AND 24 3t4't4AX, O.C. 3 TO DETERMINE ANCHOR QUANTITIE£ FIND THE CONFIGURATION ABOVE THEN REFER. TO THE APPROPRIATE TABLE$ ON SHEETS 9 AND 10 F.0 no.ae.s, a �zrs — TCk rra� roxortr: vaanorran .aLtiM. NWipi8S139dtN `Iy�l�![to Iww�sec Nis 8 - ti 1 1VW.2 ••r• /rr1 PE a38T2 3�u'aaal • • c h F • C •••••• U • r • ti • • • U H H m OXXO zu o SU.L ZONE 'F' ' ZONE SILL ......t.._ SILL __+LONE i ZONE SILL Skl SILL ZONE —� ' —ONE } E' SEE TABLE 7. SHT 10 E. ZONE "F' ,E" t— -ZONs r ._ ZONE , Z;cE T}tS1� E 7 SHT ya F. SEE TALE T. Sw 10 NOTES: — 1. APPROVED ANCHOR TYPES ARE: 1. 1 /u' ELCO TAPCONS 2. 1/0 ELCO SS4 CRETE -FLEX MASONRY ANCHOR$ NIZ SGREIVS 2 ANCI OR QUANTITIES ARE BASEL ON SPACING AS FOLLOWS ,3" Mitt. O.C. FOR CONCRETE): SEE EXANAPLt OYJ(O ANCatOK LArOUT O t SHEEt 10. JAMBS ALL : 13114' MAX. FRGM CORNERS AND 23 li$' MAX. O C. DEAD & S. LL OF DOO S' 8" MAX. FROM CORNERS, 9' MAX. FROM ASTRAGAL CENTERS AND 20 T/8' MAX. O.C. HEAD aSWL OF SIDE LITES: W MAX. FROM CORNERS AND 24 3t4't4AX, O.C. 3 TO DETERMINE ANCHOR QUANTITIE£ FIND THE CONFIGURATION ABOVE THEN REFER. TO THE APPROPRIATE TABLE$ ON SHEETS 9 AND 10 F.0 no.ae.s, a �zrs — TCk rra� roxortr: vaanorran .aLtiM. NWipi8S139dtN `Iy�l�![to Iww�sec Nis 8 - ti 1 1VW.2 ••r• /rr1 PE a38T2 3�u'aaal • • c h F • C •••••• U • r • ti • • • U H H /rr1 PE a38T2 3�u'aaal • • c h F • C •••••• U • r • ti • • • U H H r. m N '2 01 X-JAMO-Al" X-HEAU&.51LL-C- HEADsvLL-r (USE W) TABLE 7., Wit IQ, T-F- X JAMB "A X- REPO SILL "C7 X -HEAD S Sill 'r' (UBE WW TABLE 'j, SPIT. 10) Cap, V V 1 ol o XX .JAMB 'A' HEAD 8 SMI Ir • (WE VW TABLE xx. _ . — -.--: a, . . . . . . . HEAD It S?U. 'F" [ME WTAIMLE T., HT. 10, EA. ZOMI yl XX - W X—x a SILL �Tfi C7 a ot to XX ---MEAll I SILL 'P'-4il . . . WE IN TABLE T., SHY 10. EA. MVJE) r pi r T-TT - 0 JAMS 'S --1 4- C, k,-kD a BILL �� 1 � i\> N N N�N n � u..l TIm fr Al-11 u F F-Oltri 4 of L 0 .00 r > rnn -u • x 0 se iu i Rn OTI T T nA �T I "�. I it I fq O Y � Z_tA - £T GZVd m iv Th�l 6 '�'c=.' � wlm m w w wl mlm c in m) m m �. m m l m l m rn�m rn a a��a'w ;n w -} 1 ar u an w u. u cn a 9 • JAMB '8" w W w w�w w w w w u w w!w O - HEAD &SI X - HEAD & SILL -0- Ll" ANCHOR OUAMMISS FROM TAKES T. AND 4., SHEET 9 FOR A"LFCABLE DOOR MOTH FROM XX DOOR r X - JAAAR "A" L r j p' a! a a a a� a• r .1, a a' a a a w O .JAMB "B" FFII `v N N 0 HEAD C SILL •.E' x - HEAD a SFI L °7 USE AWX — DLIA- -rS MCW TARLES 3. APO ®.,SHEET 9 FOR APPLICABLE DOOR KgDTH FROM XX DOOR X -JAMD -A- ix M1 p 66 >< x e v m m m m ,nl in N o, !n cn w a CS J•4blB °b" O_ HFAn & SILL 'E• ! i USE ARCHOR OUAHATtEB FRM TABLE & OR 4. SHEET S FOR EACH ZONE OF AppUeABLE DOOR WIDTH X.XX •HEAD & Si Lt'F' . a a w�w a a a ala a a a a a aka Ala a 4 i w ao w• V - HI-AD&SILL •E` USE AID QWNTtTIES FROM TABLE 1 OR 4. SIIEET B FOR EAC"zow Or APPLICABLE DOOR vVj"V X,XX - HEAOS S'LL 'F r:\ s �z v n V� r r m 4 I: D DZy1 mw W D M(AtQ, 'A O Gi f` rt An p w co .y �I7777 to x`I m A m �6�r w3w XI � N Ir- ilmmryI�� A x 01 x ' . K 7 - �.tL.f I ti F-, �m ~ 0>z Ord Q �oa� on > �2 � �pax-CCOIrTOhIQa "�$ � r��fn�A��O eN- y r negiQyAA� ��} vy0— T �I g � rTv to ^m �m gym ^' "L to> ifl—f ` �$` ImNg m z Z c Z 2 • • ••• • • • • • . Vou { V I ` • • \ • ••• •• ••• : 0 • w A CA ~O w v • ry • m •• i i • • i i : (4) EACHJAT18 • • • •• r _____- -_. ___ - -- ------ -- • - -- -�� • • • • • seTj:tsnPUT .T.Z).i 2X WOOD -- BUCK, NOTE 2 3 4 KSI M1,14. CONC. - I X WOOD �z 7 N i NOT Z7 BUCK, NOTE 2 NOTE 1 114' MAX lxwO 15.6 71 w BUCK, NOTE 2 NOTE 1 3.4 KSI MIN, CONIC k_m 1 314' IX WOOD BUCK., NOTE 2 t' Z _4 I NOTE I NOTE l SHIM —1'4" MAX. SHIM 110' MAX. —114' MAX. WOOD CONC. SHIM SHIM ANCHOR ANCHOR, wow CONC NOTE 1 NOTE 1 ANICHOR ANCHOR DOOR HEAP ED) DOOR 11EAQ (CONC) I VL NOTE i i I NOTE i SIDE LITE H (WOOD) s (CONC) 1/4' SHIM 1--NOTE 1 1/4" M IT& j I I 1/4'MAX SIGN! 4' MAX, SHIM NOTE I 134 MIN E.D. WOOD I i, CONC. 131W VJCHIOR Ca4c ANCHOR, MIN, E.D. ANCI-OR I ON ON Q_10 NOTE 1 STAGGERED 1:' jt STAGGERED 15 KSI MIk CMU OR WOOD CENTERS. CENTERS, CE ANCHOR, KSI WN, CONC. NOTE I '-':I UVIAIN. E.D. NOTE I NOTE 1 1 IN. E.D. 2x WOOD ix 1. _1 K SUCK, NOTE 2 NOTE - 1 .5 VSI MIN. CMU OR 2X W 2 3A KSI 1101N. CONr., lwoK' NOTE a j IX Wow BUCK NOTE 2 DOOR JAMB (WOOD) DOOR JAMB (CONC) SIDE LITE JAMB (WOW) SIDE LITE JAMB (CONC) WOW ANCHOR. NOTE I WOOD ANCHOR, NOTE I HOR� NOTE CONC ANCHOR, CONC ANC cw. I x WOOD Nam 4c, -n Z 40 1 NO — 114- MAX. NOTE a BUCK. NOTE 2 6%.W D.,k r_;° . 0,1 SHIM 1 114- MAX. IW MAX. SHIM 114' MAX. go • NOTE J SHIM • NOTE/ NOTE 1 go 0 • NOTE I zx WOOD WCK NOTE 2 C3.4 KSI MIN. CONr_. ..4 KSI)AIN 2X V400D BOOR SILL (w000) BUCK, NOTE 2 DOOR (CONC) SIDE LITE of (WOOD) mm. E.D. MIN. E.D. NOTES: SIDE LITE $ILL (CONC) I, FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, CRETE FLEX USE ONLY IALWf-DADE COUNTY APPROVED ELCO 114- TAP EMBEDDED 1 XW MIN. OR 1 w THE MtNIMLOA DISTANCE FROM CENTER OF ANCHOR TO CONC CONS MB IVIN BSA OR ELCO 1/4" SS4 CRETE•FLEX ANCHORS EMOMDED I CONCRETE EWE IS 1 3 FOR WOOD �NSTALLATIQNSJSE 912 SCREWS 2. WO 3W 001N. DEPICTED AS 2x ARE I lir THICK OR GREATER. INSTALLATION E CD BUCKS DEPICTED AS Ix ARE LESS THAN 1 1/2'* THICK. lx WOOD BUCKS ARE OPTIONAL IF Ufirf 13 INSTALLED DIRECTLY TO SOLD CONCRETE WOOD BUCKS AUTHORITY HAVING JJRSOICTION (AHJ)� 'n0N To THE SUBSTRATE OF WOOD BUCKS To 13E ENGINEERED 8f OTHERS OR AS APPROVED BY THE 3 IF SIL L IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, HON - SHRINK, NO"ETALLIC GROUT f33W PSI MIN.), (DONE y OTHERS) MUST FULLY SUPPORT THE ENTIRE LENCTH OF THE SILL THAT IS NOT TIGHT To THE SUBSTRATE, AND TRANSFER SHEAR LOAD To SUBSTRATE. W WOCO- 300 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AM WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY mwm J IF SUBSTRATE IS URISDiCTM. NVP*lft FL VM Fatal I NTS I if - 11 1 - 11005-2 0000*0 • 1 • « : 00:00 •• • •• Zoo • 6 "X, ,11 F1 I cwt. Fb-F. n&:2712 Z c I. • • • Irt 0000• (D bob