The URL can be used to link to this page

WS-14-2419Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-225639 Permit Number: WS -11-14-2419 Scheduled Inspection Date: December 22, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: RICO, CONSTANCE Work Classification: Window/Door Replacement Job Address: 1700 NE 105 Street 119 Miami Shores, FL Phone Number Parcel Number 1122300500190 Project: <NONE> Contractor: CDM WINDOWS & DOOR INC Phone: (305)267-1011 tsuuamg uepartment comments REPLACE 3 WINDOWS AND 1 DOOR. INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-222790. NOT READY Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. December 19, 2014 For Inspections please call: (305)762-4949 Page 34 of 38 ` � C EIVED MIAMf•DADE MIAMI-DADE COUNTY,1= MWA ® BY,PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER} 11805 SW 26 street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T M0 315-25 1 F (7N 313-25 1 NOTICE OF ACCEPTANCE (NOA) ww%mi2miaad$. ,* /-�o�,� PGT Industries, Inc. 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. ICER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has leen designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRUMON: Series IISGD 770" Aluminum Sliding Glass Doors w / wo Reinforcements - L.M.I. APPROVAL DOCUMENT: Drawing No. PGT0002 Rev. C2, titled "Series 770 Aluminum SGD -- LMI", sheets 01 through 23 of 23, prepared by manufacturer, dated 08/05/07 and last revised on 01/23/14, signed and sealed by Lynn Miller, P. E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LIMITATIONS: • • • • • ..... • 1. Egress operable doors must comply with minimum clearance width per FBU,& dpplicalole.. • • LABELING: Each unit shall bear a permanent label with the manufacturer's d8WOr logy, ctty, state; • • • � • model/series, and following statement: "Miami -Dade County Product Control ApD.tfflt", unless btherwiso....: noted herein. .... . . .... .... ..... RENEWAL of this NOA shall be considered after a renewal application has beemilikdand there,has been.:..' no change in the applicable building code negatively affecting the performance of this product. ' • • 0 ...... . TERMINATION of this NOA will occur after the expiration date or if there has become � revision or change '. in the materials, use, and/ or manufacture of the product or process. Misuse of this Nq/1 as anendersemeli • 00 ; of any product, for sales, advertising or any other purposes shall automatically tefinilla& this NOA..Fai1w3r • • • 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 providdd to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-101&14 and consists of thispage 1 and evidence pages B-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. taMhD NOA No. 14-0123.10 "' ► o Expiration Date: February 17,201S Approval Date: February 06, 2014 ��I Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. PGT0002 Rev. C2, titled. "Series 770 Aluminum SGD -- LMP', sheets 01 through 23 of 23, ' prepared by manufacturer, dated 08/05/07 and last revised on 01/23/14, signed and sealed by Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FI'L -7554, dated 11/01/13, signed and sealed by Marlin D. Brinson, P. E. 2. Test reports on: 1) Air infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 20194 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, 1nc.,.Test 4VA3 No...... FTL-5980, FTL-5993, FTI. -6036, >N"I"001, FTI.-6014,T40152.FTL--6017, .' FT"023, • FTL--60243, FTL--6025, FTL--5028, FTL-68SP, • FTI:- 84 ani • • : • FTL-6036, all dated 08/10/09, signed and sealed by Julio Go lMeso P. E. 0 :0000: Note: The test reports No.'s FTL-5980, FT1,6001 and' • • -6015: jjve bee q... revised and reissued on 12/29/09, all signed and sealed bp*o Goffs, P. L%. • . . . (Submitted under previoars NOA No. 09-0826.10) • • • • • • 0606:6 • • • • C. CALCULATIONS ...... 0000.. 1. Anchor verification calculations and structural analysis, conlpV14 with TBG 20W, • 0 • : prepared by manufacture, dated 01/24/14, signed and sealed by Lynn Miner,-'. E. 2. Glazing complies with ASTM E1300-09 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0123.10 Expiration Date: February 17, 2015 Approval Date: February 06, 2014 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlasO Interlayer" dated 08/25/11, expiring on 01114117. F. STATEMENTS 1. Statement letter of conformance and complying with FBC 2010, issued by manufacture, dated 01/24/14, signed and sealed by Lynn Miller, P.E. 2. Statement letter of no financial interest, issued by manufacture, dated 01/24/14, signed and sealed by Lynn Miller, P.E. 3. Laboratory compliance letter for Test Report No. FTL-7554, issued by Fenestration Testing Laboratory, Inc., dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E. 4. Proposal issued by Product Control, dated 08/12/13, signed by Jaime D. Gascon, P. E. 5. Laboratory compliance letter for Test Reports No.'s FTL -5980, FT1-5993, IS`T"036, FTL-11001, FTL-6014, FT"015, FTL-6017, FTL-6023, FTL--6024, FT"025, FTL-6028, FT"031, FTL-6033 and FTI. -0036, issued by Fenestration Testing Laboratory, Inc., all dated 08/10/09, signed and sealed -by Julio Gonzales, P. E. (Submitted under previous NOA No. 09-0826.10) 6. Proposals No.'s 09-0177, dated 03/17 & 31/09, 09-0177A, datjd-&07/02,.... 09-01778, dated 06/09/09 and 09-0177C, dated 11/18109; Gs?! lssued -�y.Product . Control, signed by Ishaq Chanda, P. E. *so:** • • • • • • • • (Submitted under previous NOA No. 09-0826.10) 0::::o 0000 0000. . . 0 . 0 0000 0006 0060• G. OTHERS . 0000.. 0000 0000. 1. Notice of Acceptance No. 11-1018.14, issued to PGT Industtfes,•Inc. fortiieii Serim •. • "SGD-770 Aluminum Sliding Glass Doors w/ wo Reinfo * 0 * 0 9gts", app4oved on 0. 06.000 6 12/01/11 and expiring on 02/17/15. • • • • see e .0000 .Goes. • Jaime D. Gascon, P. L Product Control Section Supervisor NOA No. 14-0123.10 Expiration Date: February 17, 2015 Approval Date: February 06, 2014 E-2 GENERAL NOTES: SERIES 770 LMI SLIDING GLASS DOOR DESIGN PRESSURE CHART yoA DRAWING MAP 1. GLAZJNG TYPE OPTIONS: ((SASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASSSTRENGTHS- j -TEMPERED %- WATSTRENGTHED SEE TABLES 1, 2 & 3 ON SHEET TYPES - SOP = .080 DUPONT SENTRY CLAS PLUS DBP BB -.OW DUPONT BUTACITE RM SHEETS 7, 8 & 9 GENERAL NOTE$.......w...1 CKJAUFIEDCONFIG.._..,...2-4 PRODUCTRsvim yhryGowld,llmFloli� Wrn3AN r118° LAMINATED �9 sGP IMTERIAYE GLAZING DETAILS ......... " ANCHORAGE_....._....._....7-16 G4A -9118" LAMINATED (2) LITEB OF 114° HS OIAS3 WITH AN .090 SOP INTERLAYER DESIGN PRESSURES....... 7.9 ow Po G5 -1' LAMINATED I.0. 3118' j EXT. CAP^+3/8' AIR SPACE + 7N8° [AMINATED: (2) LffES 3N8' HS GLASS WITH AN OM DBPVB INTERLAYER. ELEVATIONS. ...........,,,.,,16-16 tib -1• LAABtNATED I.G. 9118' j EXT. CAP+318^ AIR SPACE + 7118' LAMIPIITED (2) LTtES OF 3MC HJ GLASS WITH AN = INTERLAYER CONFIGURATIONS._=.17 GBA - �" (AMINATED 1.0.114• j EXT. CAP + 6Jt8' AIR SPACE + 7118• LAMMATED (2) UTES OF 3118' M GLASS MTN AN .M14 P1B iNTER1 AYEA VERT. SECTIONS......._....18 GSA - 9"LAMINATED LG.114 T EXT. CAP + bli8' AIR SPACE + 7M8° LAMINATED (2) LTfES OF 311(r iM GLASS WITH AN .090 8(iP INTERLAYER 07.7118' LAMINATED: (2) UTES OF 3118' ANN GLASS WITH AN MO SV INTERLAYER. � PARTHORSECTIONS........».. 21lil20 PARTS LEST._....._ ............. 21 G7A - 9118' LAMINATED: (2) Lff OF 114 ANN GLASS WITH AN .090 Stip INIERIAYER G8 -1' LAMINATED I.G. 3x18' j EXT. CAP + 38• AIR SPACE + 7118' LAMINATED: (2) LITES OF 311W 7ANN GLASS WITH AN .090 SOP INTERLAYER EXTRU GOA -1' LAMINATED LG. IMP T EXT. CAP + 6118' AIR SPACE + 7116' LAMINATED; (2) UTES OF 3110' ANN GLASS WITH AN -M SOP INTERLAYER 2. DESIGN PRESSURES; A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 3. ANCHORAGE THE 33 LIM STRESS 94CREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS. INCLUDING SLIT NOT LIMITED STEEL SCREWS, THAT CAME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 7 THROUGH 18, 4. SHUTTERS ARE NOT REQUIRED. /� 8. INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. to S. REFERENCES: TEST REPORTS M.M. FTL-=3. M -GM, FTL4014. FTL-8018, FTL-80'17. FTL-90i2. FTL MM, FTL-8024, FTL4028. FTL-"8, FTL'601, FTI_-8IXi3 AND M408 8 DATED VAID. FTL-7554 DATED 11N1/13. ELCO TEXTRON NOA; 07-0426.01, W-00306, ANSBAFBPA NDS -2008 FOR WOOD CONSTRUCTION AND AD*2MALUMANUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUOi IIENTS OF THE FLORIDA BUILDING CODE, JNCLUW1 m THE Hai VELOCITY HURRICANE ZONE (H1% 8. DOOR am MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE. 9. CONFIGURATIONS! SEE DP TABLES (SHEETS 7-9) AND CONFIOURA7WN ILLUSTRATIONS (SHEETS 24} A. D.L.O. WORTH c PANEL WIDTH - 7' S. DJ..O. HEIGHT -PANEL HWHT-8" FOR USE ONLY MIAMI-DADE COUNTY APPROVED ELCO Or OR TAPCOM 2. FOR WOWAPPLICATIONS USE U12 STEEL (G6). 114 ELCO SS4 CRETMEX MAY BE USED INSTEAD Of 011 OC40-VM trAN nMV), 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 112" THICK. 1x WOOD SUCKS ARE OPTIONAL IF L04T IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD atom DEPICTED AS 2x ARE 1117' THICK OR GREATER. 1X AND 2X SUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE SUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD, 4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BEA MINIMUM STRENGTH OF 80113-76 AND AMI.6MUM OF 1B' THICK UTE ALUMINUM STRUCTURAL MEMSER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN INTHE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE 812 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITER A ARE MET, THE FULL DESIGN PRESSURES USING ANCHORAGE REQUIRBMTS SHOWN IN TABLES 1-3. SM. 7-9, FOR ANCHOR TYPE 4 ARE ACCEPTABLE. 6. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED. NONSHRI K, NON-METAUJC GROUT, 3407 PSI MIN.. (DONE BY OTHERS) (MAX. U4 SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE BILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SWEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 306 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPRDVED BY THE AUTHORITY HAVINt3 A6it8DICTION. • • • • • • • • • • • •• •• • • • •• .• ••• • • • ••• • • copare4B8b6no RoquiMmalft am�nystm�reaaap�Usmems oft C•0 PRODUCTRsvim yhryGowld,llmFloli� TY� ow Po a 2700 orefta a•u w trete«• 2t1sa2.w mm No ooncrem U44mmtoadcw am mdeatu H809oltImF80 6mfa ANn Ed Y Qas C1Stsd� u 984 114 3380 Ami o u mrerol --J-W_ 2 W 1 114 8 112 1 914 8 U8 VW 1 914 1 114 1 1 2M2 • • SON 0> Sea 6rete4�c B&1 114° t 914 8172 1 a 9Pd • • • • • • • • • •• • • • `Ea>!>mUnwa D tsws sa am ) n. 1.YN14fji� "' eftEd It DKOW``��( , a V ln. tint a � ')`; • t ' .., comeft mrm 18s Mao Bme N aan 6m •tea. aaa Orel t4M Ed b9m @m6. Min. pd No Cfs Ftsx 1 : "Gen F90o uareatm 1N" 1 SN a 12 1 W4 2- tit t 9ta tt4 2'08 2•tPd 1 SN 1 bii C�y�sTEB$O:NERYY(bE1�T�i -' Orn •Fim<884 1N" 13!1 812 1 f�lt4FK �+177KN '017 • • "'q l I :• ' • tVlfNt .56-,�tOCODE FR3Cnow • • • • • • l41D 7YL%R7V$ pEN�C� NOTES AND MAP ,� � .p'••, p,; �,��FS 3u. ERJES 77Q ALUMr1ttUM S13p - cnlir �d OOA10�. s Pg t A.LT14E0LLTiIt1�� PF a+ ro9 m *Net + sdm7m NTS f -123 P07 Cd !!E_ ,., o•� • • • • • • • • • • • •• •• • • • •• .• ••• • • • ••• • • APPROVED CONFIGURATIONS: SEE D.P. TABLE, SEE D.P. TABLE, SHTS.7-9 SHTS.7-9 SEE DF TABLEiAYDP LE fi SHTS. SHTS • • 1 iris XP SEE D.P. TAE SHTS. 7-9 � � iL•f ili> Le ei t�h C«n c�♦i,a �� a m�llil Xo, ox, SEE D.P. TABLE. oXXp, XXXp I xl \a, XIV \a, OXI RI (, { \XXX, ANMY161 so XXXXp CORNER, TYP. POCKET, TYP. POCKET DOORS: • • • • •; . •. • • ALL CONFIGURATIONS SHOWN A4Q MhVI k"Ah POCKET DOORS AT EITHER JAMB LOCATION USING DETAIL •S° OR °T° INSTALL4-WM,9XAWI!%:• ::go* XXXX IN POCKET CONFIGURATION CAN BE pX)XXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. POCKET DOOR REQUIRES OPERABLE PANEL. X SIGNIFIES OPERABLE PAN12 O SIONIF9S IN Pat1_E PANEL, r". wivtIENO c raff7 sr • • •. : • ' e UA URIEDCONFlGUR477ONS :OVMI4 707iA8 ••• '�/$$ %%0 ALUArI. SQD - /.id// mTIo NT5 2 -0 PATM a • • • • • • • • • • ••• • 0 0 000 0 • VYNN 4f, 'k r No. 68705 ..,x A�sro SI C TAI SH 7 SEE D.P. TABLE. SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SEE D.P. TABLE, SHTS. 7-9 �iiil 'iL'1 4[7 fI7 tiFl ff;A�A �P7&�'.� -CfkP �: i c L • • 1• . • -60.1000 i• -•-r-s--.-.-.-s w oxx%).(o,•x)c • • Zxxxxx, xxxxxx. xxxxxxp• •• • • • •• APPROVED CONFIGURATIONS ... . . ... ... 68705 �crticaifunl.urvi.aw+- LrreI-'�rlllfity� II � ALYrRlEA&Ipt PE 0119 1$OD770 Nib 3 • 23 •FaT0001 C21 P 6 i soros • •• •• • • • •• •• ••• • • • ••• • • APPROVED CONFIGURATIONS: SI E TA SH T SEE D.P. TABLE. oxxmo, XXXXXXO, OXXXXXX, xxxxxxX, xxxxuXp SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SEE D.P. TABLE, SHTS. 7-9 lT\LiA ri1-7 ii�7 i(:7 ri('7 �[t� iIl iEr7I 1511.1 iLliL! iLliL! � - L1+I� L•1+/�\ bT:i i['7 i«n iI7 i«7 ii;! tin ill .ti ii7 (•'� iFsT t.y i�-7 L]♦L] ik!•'FCI 4LjiL� i�►i[► Llf in,♦i;�` ilii iii, riE�7il7 �y ♦s ♦ y, I L= • • • • • • • • • • • •• •• • • • •• .• ••• • • • ••• • • me" fI1IlIi1)� _ NY VYNAF !4' No. W05 202 WE" 204 214 € 3116° HS GLASS 3/18° HS GLASS ffi 3Mr AN GLASS 090 DBPVB y� 74 .0� 3P 74 .090 LAS — 3176" HS GLASS 3118° }LS GLAb'S 3/18" ANN GLASS — 7H8" NOM. 71W NOM. 1118" NOAH. — GLASS I BITE80)_1 11111 � �fl � II It (ILA"BITE O205 215 L1 114" HS GLASS NXIMOR 114" HS GLASS WIM ANN GLASS .000 D13PM .000 090 SOP — 114 HSG r3WI4':'NWOM. 114" L� rR 1/4ANN GLNAS6 —+ 9115° NOM. OHS° NOM. — GLASS 82 M• 82 1 81 GLASS 81 89 _L- m •• ••• • • • • • •• •• ••• •• • • . •• 7k = �� x,08705 • ��0'• p'�TEdF t �l/�' ��'�` ' . Mop. ° �4.` • • • • 4 f0I41H1 • • °Ye�O J.L NOCHAIV@ETH19 s�o awra OLAZWO DETAILS • • • • e w 88W8 770 ALLUM N SOD - LMI A�rL s r8 eonfra NTS 6 .23 PG=w rt —IA.l 8008499 . ..... . .... . ........ . .... ••• • • • ••• • • 210 J 3N8 HS GLASS .OW DBPVB 33118° HS GLASS - 31% 1° LAMINATED I.G. TYPES GS 211 3118° HS GLASS .090 DBPVB 311�R8°ISR GLASS /4�Ta3LASS� 1°NOM. 212 3118° HS GLASS EXnU= .090 SGP -- GLASS - 44 � SPXCE 13/ !GLASS 83 t4° NOM. GLASS BETE 79 /"\ TRUSFA1..SPAM 1"LAMINATED I.O. TYPES G8 213 3118° HSGLASS GLASS oj a g .090 SGP i/4' T 1aCE V NOM. GLASS BITE ! 3118° ANN GLASS .090 SGP — 3118° T RG�GLASS NOM. 1° LAMINATED I.G. TYPES G8 Z17 3118° ANN QLASS q� .090 SGP UrT G�OELASS k4° NOM. GLASS BITE • • • • • • • • • • • •• •• • • • • •• •• •s• • • ••• • 0 83 83 83 3!4° NOM. "afS4M. 314° NOM.GLASS 79 BITE79 79 SITES PROM=RBVWM as btinFioft aeomoy� TRammLwmns>ALMWER V LAMINATED I.O. TYPES GbA 55 1°LAMINATED I.O. TYPES TRUSEAL DUPASM SPACER—/No G8A 55 A1° LAMfNATED I.G. TYPES GSA 55 0 ( ® Bm q Cosisol •• ••• • • • • • •• 1\1ltllllrlrr •• ••• .• • • • ••� Na 68705 • •.• • • ••• •.• :tit ty: �` I dd 0l11/f1 IYDCffAlY� 1f1t8 • • • • • t 69 AONG DE%AWsAt- ��i�'' FCOR\Op •�� 4 AAM iuTlrots SERIES 7M ALUMINUM LO rrrar�il�11%, Pa pi a '" Mal ° PAL e d M norM C2 • • • • • • • • • • • •• •• • • • • •• •• •s• • • ••• • 0 DESIGN PRESSURE D - STANDARD S 8T ARD SILL HT. VS Pte. OP 3,tEAD&SLL(I89)LtiQE3LMK•OTFOXHf&CORNMASMGALCUJSTStK.US TEEAtDMQTY.PERPAIGLH&S >OMANOMOTY. >RH00KANOMON. 1-1f2 WA LOW 2-IAe +48MFSF MED 63-7118LAMINAT®43LASS-(VWKS.IWB1311('K8.) +60.0 PSF HIGH An¢ImrTypm +00.0PSF SEENOTE81-3 03A -818 LAMNA7EDGLASS - (1W KS.I PIS 1W KS.) 1) '114' 9.00 LLTRACON(MMMY TAPCON 08-718 LAM ATED 101L - (3tW MP. IAIR/ 3118'KS. IW8/3WKS.) 2) 4WSS4OWGRDC GSA -718°LAk9AML6U.- (IW TEMP. IARI MVHS. INO13/18'KS.) 3) -&W LUPACON 07-718-LAWAT9)MASS -(3H6'AM ISWI 3118°AW) 4) -012 ST® 8flM(to 07A-8118'LAMNAMGLASS -(1WAML1SON 1/4 -AML) 'SMANCHMACENDIESI&2ONSHEET 1. 06-7118-LAMNATEDLO.LL-(3118 7MP./ARI 3116-AMISWI 318ANK) GSA .7161LAI&ATEDLMU- I tW TEM. IAIR I318AMLISWI MrAML 80 H EIGHT go go N�9. PANEL WOTH PWddE SIDE gg gg it tit�3i) v[ � tvMASSALL jC4+10442 t� +� �,0 +� -MA +�+o BOAHlkB C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+1 C4+22410 10 10 10 10 10 100 RHOOK S S 6 6 8 6 6 8 S 6 -ALL + .80.0 +80 -BOA +80 -80.0 +60 - 0.0 H&S 04+1 04+1 04+2 04+1 C4+1 1 C4+2 04+1104+1104+2 C4A 04+1 C4+2 3D JAMB 10 10 90 10 10 10 10 10 10 10 10 RHOOK 8 6 8 8 8 6 b B 6 6 6 6 CGLABSTYPE-AL1 +60 -00.0 +60 -60.0 +80 40.0 +80 -80.0 H&S C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 30 JAA� 10 10 90 10 10 10 10 10 10 10 90 10 LASS P•HO01C 6 B 6 6 18 b b B 6 6 6 8 rM - ALL ABOVIE +0 -60.0 +60 •60A +80 •60.0 +80 -00.0 H&8 C4+1 C4+1 C4+2 C4+1 C4+1 04+2 04+1 C4+1 C4+2 C4+1 C4+1 C4+2 42 AM9 90 90 10 10 10 ZO 1 90 10 40 10 10 P-HC{NK 6 6 6 6 B 6 8 8 a 8 8 8 sw -50.0 400 -0A +80 •BOA +60 -80.0 1498 C4+1 C4+4 C4+2 C4+1 C4+1 I C4+2 04+1 C4+1 04+204+1 04+1 04+2 JAVIB 10 10 10 10 10 10 10 10 10 1 10 10 481 P-HCmC 1 8 1 8 6 8 8 8 1 8 1 B 1 8 7 7 1 7 I. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 3114 SILL. 0 a EXAMPLE ON SHEET 10 2. WHEN USHNO THE a 112' SI L, POSRIVE WATER DP ES 46.67 PSF MAX WHEN USING THE 4'SILL POSITIVE WATER DP IS 80.0 PSF MAX. (NEGATIVE PRESSURES UNCHANOED). SEE TABLE 1A. S. 4°, 3114° AND 2112° SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 9112° SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOW41M IIIIEE1 ROSITWE • • • • DESIGN PRESSURES SHOWN IN TABLE 1 IfY BE US� • WHEN THE DOOR IS PROTECTED BY AN OVGNRHANG • • FLORIDA BUILDING CODE (SEE ADJACENT • • • • • • • THIS CONDITION IS NOT RATED FOR WA K)If • • • • • • 4. SEE SHEETS 10 THROUGH 16 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 6 DOOR SI2E TO COMPLY WITH FSO EGRESS RSQUIREMENT$ Mal IWfvlllrl x0ammmiamw .1 DLO WIDTH = NOM. PALL WIDTH - 7° DLO HEIGHT = NOM. PANEL HEIGHT - 8261 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 90° OUTSIDE CORNER �� .. r H 4E KGHT OH HEIGHT EQUAL TO 1 OR GREATER SEE NOTE 3 fNNYi/!M %WM •' LIN!! _ a0 I'mom Flo da ,`1µNNIl/ittt , . . '�� .• �GBNS$ •' r'c ; No. 88706 fc 5' op pTEOrr ' ty '0it� •• .. PLORVP ' • C!�ti A. LYNM MLWR, PJL P.EAF mm TABLE 1A SILL HT. VS Pte. OP SRI RAE H (+) o EM LOAD FLUSH 1-1f2 WA LOW 2-IAe +48MFSF MED 3-114° +60.0 PSF HIGH 4° +00.0PSF SEENOTE81-3 DLO WIDTH = NOM. PALL WIDTH - 7° DLO HEIGHT = NOM. PANEL HEIGHT - 8261 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 90° OUTSIDE CORNER �� .. r H 4E KGHT OH HEIGHT EQUAL TO 1 OR GREATER SEE NOTE 3 fNNYi/!M %WM •' LIN!! _ a0 I'mom Flo da ,`1µNNIl/ittt , . . '�� .• �GBNS$ •' r'c ; No. 88706 fc 5' op pTEOrr ' ty '0it� •• .. PLORVP ' • C!�ti A. LYNM MLWR, PJL P.EAF mm 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 31W SILL. 2. WHEN USING THE 2 IM SILL, POSITIVE DP IS 40.67 PSF MAX. WHEN USING THE 4" SILL POSITIVE DP 14000 MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A. 3.21!2°, 31Nr AND C SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE I VV SILL IS NOTAND MUST ONLY BE USED WHERE WATER RESISTANCE IS NO11 R860111ED1 FIDSM VE DWON • • PRESSURES SHOWN IN TABLE 2 MAY BE US:) • • • • • • • • WHEN THE DOOR IS PROTECTED BY AN OVSitH ft&MFtiA WtH th I'iK891DA BUILDING CODE (SEE ADJACENT DIAGRAMS • • • • • • • • • THIS CONDITION IS NOT RATED FOR WATEItiNFILM.101? • • • • • • 4. SEE SHEETS 10 THROUGH 16 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 6. DOOR SIZE TO COMPLY WITH FSC EGRESS R601.11REMENT6. • 080 • • • ARM= .f� A 8QX AT.3(18PD �4 • •• •• • • • •• •• ••• • • • ••• 0 • 0- EXAMPLE ON SHEET 10 TABLE 2A DU -STANOMD T H'AD&SLLa1MS? NiHa.CqCS6IRAY�7i[GCOIOB7AB1RAQ41.q�iB2R.U9 M@tl4�p7EAFlpt�iQ1Y.P8iPAt8H88. (+) Dem LCAO dAA9AAl�RQTY. �FIOIXCANC10Rfii1(. WA LON-2• - B' GQLASS•(VIW SH8' 07.71'IIAAO.NT®OLA60•(37f8'AML186Pf8118'AAN.) ort s 'l/4' ULTRACON YA! •6M61AM1W -(1/4'HS./SOP11/4'H04 O7A-9HB•LAM TWOLAW(IWAMI/8GP1iWAML) 2)`V4'esmW&RDE OB•T/18'LAAOtAT�t(0.lL•(9/18'THA!/AR/3Fi8`HS./SGP/�36 H.6) 0- VW UMAMLOU-(9f1 -V W.. IARI SPWANLISVI6H8'ANN) 3) WW LL1FWM G&A- A1®LO.U.•(V4•I9V./AR/6HWH.8.18V/S118•He4 OMA-THS'LALMIWLQU-tWIE .IAR/SfWAMi/SW131WAW 4)-012MEMSMN(GO +E99AACHMOE1 &2ON6Hfr9. UHR _ 84 60 1 86 1 102 lag 1 114 1 120 NO)LPARMFR/J}E 3 S VBDIN SIDE N tt33 Q N ffi Q N 5 Q N Q N Q N Q N N Q += oI r t+ d w ad -ALL SOA -80.0 6U -OU SOD -80.0 00.0 -60.0 800 -80A 00.0 A SOD -me 800 4" H&S 04+1 C4+1 CM 04+1 C4+7 C8+a 04+1 C4+1 C6+2 "+t COI C8+2 C4+1 C4t1 C8+2 &R G4+7 C4+t GH1 f 0+2 C4+1 C4N C8+2 JApll3 10 10 10 t0 10 10 10 90 10 10 t0 10 12 12 12 12 12 12 12 12 12 12 12 12 L24 P•H001( 8 8 8 6 8 8 8 6 $ 6 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 -AL1 mo -80.0 B00 •80.0 SOA •SOA 0R0 -W.0 800 -80.0 I a" -ou 80A •60.0 8OD 40.0 C4+t Cott C6+2 04+1 C4+1 C6+2 COI COI CS+a COI C4+1 CS+2 C4+1 04+1 C8+2 04+1 04+1 C6+2 04+1 0fly 80 dAk9 10 W 10 10 mecoma 10 10 t0 10 90 90 12 t2 12 12 12 12 12 12 12 12 P4ioox8 6 8 S 6- 8 B 6 8 6 8 8 6 0 S 0 a 8 8 8 TYPE• GoA 40A 61X0 41.0 e.0 -WA BOA -80.0 80.0 4" 80.0 -6" 800 �0 H8$ CA+1 04+1 C8+2 C4+1 C4t1 CB+a 04+1 04+1 Ceea 04+4 64+9 C0+a C4+1 C4+1 C8+2 Cd+1 C4M Ces2 C4+1 C4+1 08+2 C4+i C4r9 C8+2 3B 10 10 10 10 t0 10 10 t0 10 10 10 t0 12 12 12 1a 12 1 Yt 2 12 12 12 12 12 :I400K $ b b 6 8 8 6 8 6 6 6 8 8 8 8 8 8 8 7 1 7 1 7 7 7 7 GLASSTWE ALLMM Eoo -BOA 60A -WA ODA -80.0 80A 40.0 SOA 49W 00A -89.0 80A .•80.0 60.0 40D It$S 04+1 C4+9 L�+2 C4t1 Cd+1 0812 C4+1 C4N CB+a C4+1 C4+1 C6t2 C4+1 C4+1 C8+2 C4t1 04+1 C8+2 C4+N C4+1 C8t2 C4+1 C4+t C8t2 42 JAAm 10 10 10 to fa t0 10 10 10 to 10 10 72 la 1z to 12 12 92 12 12 12 1z 12 1+-1IOGL 8 6 6 8 8 B 8 8 8 8 6 8 8 7 7 7 7 1 7 6 8 8 6 GLANTME AWA D MO -800 800 I 800 �A -�A BOA -R►A 6" -800 80.0 410A r4+ 04+1 04+1 04+1 C8+2j.WJD C4+1 0842 04+1 04+9 2 C4+1 C4+t C8+2 04+ C4+t CBta C4+i 04+1 C0+2 C4+1104+1 C8+2 10 0 10 10 t01 10 10 10 90 12 12 1a 12 12 12 12 12 12 12 12 12 P40XBt 6 8 6 80 8 7 7 7 7 7 7 8 8 8 8 I'S 8 0 0 0 60A •86A BDA •800 -K0 80.0 4WA H&S 04+2 C4+2 CW C4+2 04+2 0$+a04+2 C6+2 04+2 04+284 JAA60 10 10 10 10 10 10t0 10 10 10 10 e e 8 6 7 7 PANELS OVER 4S" WIDE o NOT AVAILABLE OVER 98" HIGH C4+2 C4+2 06+2 C4+2 C4+a C9r2 C4+2 Cora Cho C4+a C4+2 C8+2 i 80 F dAhtg 10 0 40 10 t0 10 10 10 10 �' P4100f 8 8 8 S 0 8 7 1 7 1 7 7 1 7 1 8 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 31W SILL. 2. WHEN USING THE 2 IM SILL, POSITIVE DP IS 40.67 PSF MAX. WHEN USING THE 4" SILL POSITIVE DP 14000 MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A. 3.21!2°, 31Nr AND C SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE I VV SILL IS NOTAND MUST ONLY BE USED WHERE WATER RESISTANCE IS NO11 R860111ED1 FIDSM VE DWON • • PRESSURES SHOWN IN TABLE 2 MAY BE US:) • • • • • • • • WHEN THE DOOR IS PROTECTED BY AN OVSitH ft&MFtiA WtH th I'iK891DA BUILDING CODE (SEE ADJACENT DIAGRAMS • • • • • • • • • THIS CONDITION IS NOT RATED FOR WATEItiNFILM.101? • • • • • • 4. SEE SHEETS 10 THROUGH 16 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 6. DOOR SIZE TO COMPLY WITH FSC EGRESS R601.11REMENT6. • 080 • • • ARM= .f� A 8QX AT.3(18PD �4 • •• •• • • • •• •• ••• • • • ••• 0 • 0- EXAMPLE ON SHEET 10 TABLE 2A WE IT US POS. P SRL R ss Hl3OFF (+) Dem LCAO FLUSH - 1-12 WA LON-2• +40W IND -3 +00.0116F H$#1-4' +00.0 RBF �N01681� �-W I 'LLL 1 Q STANDARD ASTRAGAL HEAVY DUTY STILES SEE SHEET 7 OR 0 FOR SV MICE & OUTSIDE CORNER DEPICTION DLO WIDTH - NOM. PALL WIDTH - 7' DLO HEIGHT - NOM. PANEL HEIGHT - 8.26° I (?FI rHL E GHT 1((t1111I1I1 ��,2`j�" HEIGHT EQUAL TO 1 OR GREATER �. 88705 SEE NOTE 3 = ot�Ai� �'�` FW MSODD-!M! a. L psa P.E 8 .0 PGT0002 Ci MOON PRESSUREMDANCHORM-UN-REINFORCEO-HFAWDUTYSTILE- SILL RISE Ht3C1ti1' HEAVY DUTYA97RM& .0SH -1-112" NW TABLE3. > HEAD & SLL 0W) NTMLOCK STRA0ff & CORNBt ASTRAGAL CLUSTER FLUS NIERWMTEANCHOR CITY. PER PANEL H & S, > ALffiANCHORCITY. >RHOOKANOWROTY. +9M0 FSF StB:NOT>381-3 Rv� DPAA m° SER11 800779 EQUAL TO 1 G4 -7A8- ./88PI-3-AW .S t! OR GREATER Aaabar7ym: - 9116• LAMNATED GLASS - (114' H.S.I SOP/ 1t4-H.S.) 'U4- ELCO ULTiWCON (FORMERLY TAPODM 06-7/1('LAM14ATMLO.U.-(318'TW../AR MIS` H.S.ISON 3RWH.S.) 2)'4W884CRE&FLIX GRA -7t16-LAMNATIDLG.II.-(114- TEMP. IARI 3116-H.S.ISW/3118'HA.) 3) '5M W ULTRACON 7-7/16-LAMMATIDGLASS -(3/18- ANN. ISOP 13118'AWL) 4) V12 STEEL SUON(06) GTA -Wig' LAMNATEDGLASS - (UC ANN.ISOPI11CANIL) `SMANWORAGENOTES I&20NSHEETI. 69-7116-LAMNATEDLG.U.-(311WTE P.tARI"'ANNJSLS/3I16-ANN.) GOA- 7116° LAM%%TED LG.U. - (U4' TW.IA9l/ 311(' A*L I SOP /31& -ANN.) UNITHEIG14T 84 1 so I 88 NOK PANEL FRAME U v a WIDTH SDE sv o ev a em d tv v CTASSTYPE-ALL 00.0 •SOA 010 -80.0 00.0 -90.0 00.0 90.0 H&8 C8+2 C8+2 C8+2 CS+2 CS+2 C6+2 C6+2 C8+2 08+2 C8+2 C8+2 C8+2 24 JAA18 10 10 10 10 10 10 10 10 10 10 10 10 RHC4K 5# 5 8 8 8 6 6 5 8 8 1 8 1 8 C11A98TYPE•ALL 10.0 -SOA 90.0 -90.0 80.0 40.0 ODD -80.0 H&9 C6+2 08+2106+2 C8+2 CS+2 C8+2 C8+2 08+2 C6+2 30 JAMB 10 10 10 me 10 10 10 10 10 10 P -HOOK 8 8 S 8 6 7 7 7 7 GLASS TYPE -ALLASM 80.0 -90.0 80.0 -SDA 00.0 .90.0 90.0 -8D.0 H&S 08+2 C8+2 C8+2 C6+2 CS+2 08+2 06+2 C8+2 C8+2 :GITVE JAMB 10 10 10 m7ff 10 10 10 10 10 10 ROOK 8 6 7 7 7 8 8 8 8 •ALLASM 00.0 -9OA 904 •90.0 90.0 40.0 ODD -80.0 H&S 00+2 00+2 C6+2 C6+2 08+2 06+2 06+2 C8+2 C6+2 06+2 C8+2 00+2 42 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P44: 717 7 7 7 8 8 8 8 8 9 9 TYPE-ALLARM 80A - 00.0 -90.0 1 00.0 40A SEEN07EA 48 H&S 2 C8+2 2 C6+2 CS+2 06+2 C8+2 C6+2 08+2 CS+2 C6+2 CS+2 -JAMB 10 10 10 10 10 10 10 10 10 10 10 10 RHCOK 8 1 8 1 8 1 8 8 8 9 8 9 10 1 10 1 10 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE Jr SILL. 2. WHEN USING THE 2112 SILL, POSITIVE DP IS 46.87 PSF MAX. AND WITH THE 3114° SILL, POSITIVE PRESSURES IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED} SEE TABLE 3A. 3.2 IX, 3114°, AND 40 SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1112 SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE [SKIT NAWRED* POSITIV&DOBIGN• • PRESSURES SHOWN IN TABLE 3 MAY BE LPED • • • • • • • • WHEN THE DOOR 18 PROTECTED BY WE *Wt gALYj4 N&W . FLORIDA BUILDING CODE (SEE ADJACENT DMRAMIF • • • • • • • THIS CONDITION IS NOT RATED FOR Wi*MR RMTRATINI. • • • • • 4. SEE SHEETS 10 THROUGH 16 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 6, DOOR SIZE TO COMPLY WITH FSC EPRESSaW.QUIREMENTS. • • • • 0:0 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 00° OUTSIDE CORNER NOTE A: +/-90.0 PSr rvn GLASS TYPES 4, 4A, 6, 6A, W INSIDE CORNER 7A, 8 & SA: +187.1 FOR GLASS TYPE 7. SEH NOTE 3 FPLI-LINVH/ UM CUM - MHO// Nib 1 9 .28 A®Tow qOM. PANEL WIDTH - 7' NOM. PANEL HEIGHT - 8.25° SILL RISE Ht3C1ti1' (4) Dwm LOAD .0SH -1-112" NW 4W - 2 U2 . 3 +48 67 PSF +BOA PSF 40H -4* 1 +9M0 FSF StB:NOT>381-3 Rv� DPAA m° SER11 800779 SEH NOTE 3 FPLI-LINVH/ UM CUM - MHO// Nib 1 9 .28 A®Tow qOM. PANEL WIDTH - 7' NOM. PANEL HEIGHT - 8.25° ON LENGTH Q WOO AM O ON t HT HEIGHT EQUAL TO 1 I t! OR GREATER SEH NOTE 3 FPLI-LINVH/ UM CUM - MHO// Nib 1 9 .28 A®Tow qOM. PANEL WIDTH - 7' NOM. PANEL HEIGHT - 8.25° 2. 114° ELCO SS4 CRETE+l" 3) 641(° ULTRACXNd 4)#12 STEEL SCREW (G5) SAD & SILL ....... -...-. Jr MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES. SHTS. 7-9 AT EACH INTERLOCK AND STRA*HT AND CORNER ASTRAGAL LOCATION, I PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE S° FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24' MAX. O.0 SEE EXAMPLE ANCHORAGE PIANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL, INTERLOCK & 80° CORNER QN SHT. 11-12. JAMBS & P -HOOKS... 8' MAX. FROM BOTTOM AND 21' MAX. O.C. UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES. SHTS. 7-9. SEE P -HOOK ANCHOR DETAILS ON SHEETS 14-15. ANCH�23 PER PANEL° ARE 8° MAX. &W INTERLOCK SEE CLUSTER DET., SHT. 11 ASTRAGAL INTERIOR 8' M THOSE AT THE HEAD AND 311.1 ----------------------------------------- CENTERLINE CENTERLINE 8' MAX. BETWEEN CLUSTERS OR THOSE q TYP. BETWEEN A CLUSTER AND A , 4.081° • 1 , FRAME JAMB OR P -HOOK Z04° 4.051' ' &6"3.5' 24" MAX. O.C. 3.5' i EXAMPLE OXX ANCHORAGE PLAN: C4 + 2 HEAD & SILL ANCHORAGE !3 PAS 2 TRACK EXAMPL,€SHONAVI f14) ANOHORS TOTAL Tf'. (3) PANEL, 48" x 96" DOOR FROM TABLE 1, SHT. 7, ANCHOR TYPES 2 & 4 IN WOOD SUBSTRATE - - - - EXTERIOR0 it ^ - 24' MAX. O.C. 8' MAX. SEE NOTE �• BELOW (7) P -HOOK t4' ANCHORS o L: 5' MAX. —.r r.-- °- w~n i ir. t- — gp° CORNER EXAMPLE OX -90° OUTSIDE CORNER -XO CORNER ANCHORAGE PLAN: (4) PANEL, 60"x 96" DOOR FROM TABLE 2, SHT. 8, ANCHOR TYPE 1 & 2 IN S & T ON SHEET 14 & DETAILS PNOktlMi5� 1=4 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE TYP. JAMB CLUSTER DETAIL BELOW 10 423 A. LYNN kick PA P.B.Ati m ASTRAGAL OR ASTRAGAL OR INTASTRAGAL O ' INTERLOCKINT—INTERLOCK INTERLOCK CENTERLINE CENTERLINE CENTERLINE 3b--TF 3'S 1.75 9.76 3.5 l 4.�1 2.040 0 --2'040 2.040 3 5 4.051 7 2-TRACK, ASTRAGAL I INTERLOCK 2-TRACK. ASTRAGAL 194TERLOCK 2-TRACK. ASTRAGAL 1 INTERLOCK ANCHOR CLUSTER - C4 ANCHOR CLUSTER - CS ANCHOR CLUSTER - CS ,}OTE. ASTRAGAL OR OR ASTFURM OR INTERLOCK INT. INTERLOCK M IN'TERLOCIC NT.. ALL DRO NSKHNS SHOWN MITER LINE CENTERLINE 3.8 CENTERLINE ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS 7 3.5 SHOWN ARE IN INCHES. 2.040 4 072 5389t + 204 4.049 3•TRACK ASTRAGALIINTERLOCK 3 INT 3-TRACK.ASTRAGAL/ INTERLOCK ANCHOR C LLWr;R - 04 ANCHOR CLUSTER-CS ANCHOR CLUSTER - CB ASTRAGALOR ASTRAQAL OR ASTRAGAL OR INTERLOCK INT' INTERLOCK INT� INTERLOCK CENTERLINE CENTERLINE CENTERLINE 1.75 3.6 3 6 &6 mWDUCT R8vism our&183 wttH 14e NfatltLl A No .�. ?4g2.040 2.040 ro4.0 2040 to v¢t ••• ° 11+IIIc/ oe 4 TRACK. ASTRAGAL 1 INTERLOM *00 44MCK•ASTftkG 1L AINTERLOCK-TRjiCK ASTRAGAL 1 UMBLCg -• ANCHOR CLUSTER-C4 ANCHOR CLUSTER.: Cs ANCHOR CLUSTER - CO �: No. 68706 ... ...... :�'. 1� y •' .... ,52 tlll NOt3/ANdiG77f648f�0 • • •• • . • : °"° +',D•.......... io oP. '�� NEW ON... . ' NoMmwearPffA.LYMMAKM RMCHOtt4®E EXAMPLE Cl U8TERS "'llSS SERIES 770 ALUMINUM SOD - LAM '��/ DAtA1 t r nlm3 a °�°Acro41 d28 PQ7m c2 PA • • • • • • • • • • ••• 0 0 0 000 0 0 • •• i• • • • •• •• NOTE ALL DIMENSIONS SHOWN ° ARE BASED ON MMUM ALLOWED. ALL DIMENSIONS 2.04 tPiT. SHOWN ARE IN INCHES. 3.888 EXT. 3.889 EXl'. 1 204 (� 3.b 2 -TRACK. 90° OUTSIDE CORNER SHQWWN. 2i -TRACK. 90' INSIDE CORNER SHOWN, 2 -TRACK 90° INSIDE CORNER SIMILAR (OPPOSIM 2—TRAM 90' OUTSIDE CORNER SIMILAR (OPPOSITE) ANCHOR CLUSTER - C4 ANCHOR CLUSTER -C8 USED FOR C5 AND CO .�a.��{. .--.•�- INT. 3.5 rr �r �r 1 J-2.04 INT. 3.888 PRODUCTREVISED re aoogdyfn wo toe FwaaEvUdIBSC04 F.26�5 ' .P 16 4A -L C < OUTSI s9 • •• N{Bt SI 0 N • • 4 -TRACK. 90° WS8?>; CORNER SHOWN. �wlnu►rr 3-TRAC INS�iC OOR R! 3 O 'd [9Lh •, 4TRAOK W OUT ISE GARNER SIMILAR (OPPOSITE) ti,� ,_,� ...• •... ! �,, C$ ANC�HOA CLUSiEFIJIRE� • • • C -S ANCHOR CLUSTER REQUIRED AT ACI'3-TIa1CRCORNER8 • • • • • AT ALL 4 -TRACK CORNERS No 7os • ••• • • •s• ••• '� '.� 2K e j•� , ' t0!ltttt NOCESWQETfffSBMEeT • • • • i i ! • • i�,O ANCHORAGE, EXAMPLE CLUSTERS ''•��' '�.{,SS/pNA��`�� Rom am .aR otrr�t4 aro o •006 i �aIR SERIES 770 ALUMINUM SOD - LMI p�� LYt PE Mix BldDyiO NTS ?2 , 2? POi1 M fffi ju mm • •• i• • • • •• •• 1 318' MIN. -ZFT?1,7, SEE WQODANCHOR NOTE 2. SHT. I 21118° OWL LX4WFRAM HEAD D.C., TYP. DETAIL EL 3 -TRACK FRAME SILL SEE CHART, SHT. I WOOD INITALLAWN CONCRETE WSTALLATION 2x WOOD SUCK TYP., CONCRETEBEE NOTE 3, SHT. I WOODANCHORTYP., SEE CHART, BHT. SEE ANCHOR NOTE Z Q== AMfM4Q0 /-- A NOTE 6, BHT. 1 HA Tl X N IXD . 2 Illlr O.C.. $mT. 1 SEE CHART (IW MAX) M IN. 10 21/18O.C., TYP. 2 1110'O.C., TYP. EXT. • 68786 CONCRETE ANCHOR TYP, SEE ANCHOR NOTE 1. SHT, I DETAL K. 4 -TRACK FRAME SU TYP. DETAIL J. 4 -TRACK FRAME HEM WOOD INSTALLATION CONCRETE INST& 00* •see 0 '10WVII ,NOCHANW o* ft••• 1I 1.1.1..ANCHORAGE DEM&S 4 C2 NO o 0 SERES770ALUMWMSGO-!MI f9s/ONA 0 p!W?XA 84Y7< % mu. I kLymmBURRE am som I NTS I f3 - 23 1 pGrom rc2 21118" O.C. WOOD SUCK TYP.. SEE ANCHOR NOTE 3, SHT. I SEE CHART, "Iff - I NO SEE CHART, SHT. i 1"MIN. 21/18" O.C. 2 IIIS` O.C. TYP E.D. TYP. l*MK 2168" O.C. TYP. E.D. TYP. Tw. .,.e EXT.SEE 13WMK MIN. Z lw I/ -- '--I EXT. MAXIMAXTF SHIM J I SHIM WOOD ANCHOR TYP.. SEE ANCHOR NOTE 2, SHT.1 MAX SHIM EXT. DETAIL A, 2 -TRACK FRAME HEAD DETAIL El 3 -TRACK FRAME HEAD ICONORETE ANCHOR TYP., EE ANCHOR 1, Sm. 1 SEE CHART SHT. I WOOD INSTALLATION WOOD INSTALLATION DETAIL C. 2 -TRACK FRAME HEAD DETAIL 0, 3 -TRACK FRAME HEAD WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. I 2X WOOD SUCK BUCK CONCRETE INSTALLATION CONCRETE INSTAUATION SEE ANCHOR SEE ANCKNOTIE 3 1X WOOD BUCK NOTE5SHT.1 SHT. 1 211WO.C�Typ ANCHOR NOTE 3. SHT. (IW MAX) SEEANCHOR SEEANCHOR NOTE 6 SHT. I NOTESHT, I (IW MAX}(114" MAX.)RETE EXT. 13th' MIN. EXT. L 21116" I'MIN 13Ar O.C., TYP. F -D., TYP. WOOD BUCK 2x1 -MIN EXT - DETAIL E, 2 21/16' -TRACK 6u TYP.. E.D., CHMART, 3 SEE WOOD ON SEE ANCHOR O.C., TYP. TYP. DETAILC• 2TRACK FRAME SILL NOTE 3. SHT. I DETAIL K 3 -TRACK FRAME SILL CONCRETE INSTAUATION CONCRETE ANCHOR TYP, WOOD INSTALLAIMN SEE ANCHOR SEE ANCHOR NOTE I 21118'0.0,.TYP. F -D., -I NOTE 6 SHT, i (1/47 NCRETE Typ. 1 318' MIN. -ZFT?1,7, SEE WQODANCHOR NOTE 2. SHT. I 21118° OWL LX4WFRAM HEAD D.C., TYP. DETAIL EL 3 -TRACK FRAME SILL SEE CHART, SHT. I WOOD INITALLAWN CONCRETE WSTALLATION 2x WOOD SUCK TYP., CONCRETEBEE NOTE 3, SHT. I WOODANCHORTYP., SEE CHART, BHT. SEE ANCHOR NOTE Z Q== AMfM4Q0 /-- A NOTE 6, BHT. 1 HA Tl X N IXD . 2 Illlr O.C.. $mT. 1 SEE CHART (IW MAX) M IN. 10 21/18O.C., TYP. 2 1110'O.C., TYP. EXT. • 68786 CONCRETE ANCHOR TYP, SEE ANCHOR NOTE 1. SHT, I DETAL K. 4 -TRACK FRAME SU TYP. DETAIL J. 4 -TRACK FRAME HEM WOOD INSTALLATION CONCRETE INST& 00* •see 0 '10WVII ,NOCHANW o* ft••• 1I 1.1.1..ANCHORAGE DEM&S 4 C2 NO o 0 SERES770ALUMWMSGO-!MI f9s/ONA 0 p!W?XA 84Y7< % mu. I kLymmBURRE am som I NTS I f3 - 23 1 pGrom rc2 CONCRETE ANCHOR TYP., SEE NOTE 1, SHT.1 CRETE 21/1(rO.C.,TYP. " SEE ANCHOR 1/4' MAX. SHIM — E MAX.)EE CHART EXT. NOIMT5, SHT. 1 (X) 14 SHT. I 2 11ir O.C., TYP. EXT. SEE CHART, SHT 1 DETAIL I, 4 -TRACK FR -AME SILL 13V MK IW MAX SHIM EXT. WOOD ANCHOR TYP, SEE ANCHOR NOTE Z SHT. I 21/18' O.C., TYP. CONCRETE INSTALLATION SEE cHwr - SHT. I Or MAX SHIM - SEE EXT. SHT. I CONCRETE ANCHOR M. SEE t ANCHOR NOTE 1. SHT. I CONCRETE INSTALLATION CONCRETE - I"MIN. 1/4' MAX. SHIM ANCHOR TYP., SEE 1318" MIN. ANCHOR NOTE 1. ISHT. SEE CHART SHT. 1 SEE CHART EXT. "I I 21116' O.C.,TYP, WOOD ANCHOR MIN. I IN MAX SHIM TYPSEE jEr- ::I.. E ANCHOR 21!18° DETAIL O.4 TRACK FRAME JAMO CONCRE ANCHOR NOTE 2, SHT. I O.C.. TYP. CONCRETE INSTALLATION TYP., SEE 2X= 13w UK ANCHOR 1!4° MAX SHIM s NOTE I, SEE EXT. SHT. I ANCHOR ZZ, V MIN, SE:CMT 21!18" O.c, Tyl 1'.4"- all -Ad ---2XWOOD SUCK SEE ANCHOR 21118' NOTE A SHT. I DETAIL R. FRAME JAMS tiQ. TYP. CONCRETE INSTALLATION SEE CHART, SHT. 1 P -HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN BETWEEN P -HOOK INSTALLATION ANCHORS DETAIL Q. 3 -TRACK FRAME JAMB it INSTALLATION ANCHORS p9l'sw WOOD INSTALLATION �ROWCT vflwtlwFwwa I MASONRY ""W" (GROUTED BLOCK ONLY) CO& 1° MIN. 13f4" MIN. SEE CHART, 1 i14 E.D. 12, lvmtj 'f!", SEEPANCHOR MOTE 2, SHT. 1. SEE ANCHOR NOTE Z $14T. I. twb ANCHOR QTY. FROM TABLES z 2MTMIN 1-3, SM. 7-9 PERTAIN TO EXT- THIS ANCHOR LOCATION,THIS ANCHOR LOCATION,W05 DETAIL S. P -HOOK 2.893' MTI. DETAIL T. P -HOOK VOW INSTA"TIO-N• • a Is 000 Goo CONCRETE INSTALLATION I WTE.. 'N;; • PLOWO.- I twql NO 11 ......... oe 0 0 0 0 • ANCHORAGE DETAILS es 0 a 0 0 ON� AtM4 Cf NO wrmwamw000 0 gffMES 770 ALUMINUM SOD - LMI admd* ll-MWN-N mw, ,= - TM r A.LYNNftLMP.L caw" amm MrS 1 14 cr 23 ps �W P.E.# um ACK FRAME JAMB INSTALLATION SEE CHART SHT. 1 SEE CHART SW. I 21116' O.C.,TYP, ---2XWOOD SUCK SEE ANCHOR 21118' NOTE A SHT. I DETAIL R. FRAME JAMS tiQ. TYP. CONCRETE INSTALLATION SEE CHART, SHT. 1 P -HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN BETWEEN P -HOOK INSTALLATION ANCHORS DETAIL Q. 3 -TRACK FRAME JAMB it INSTALLATION ANCHORS p9l'sw WOOD INSTALLATION �ROWCT vflwtlwFwwa I MASONRY ""W" (GROUTED BLOCK ONLY) CO& 1° MIN. 13f4" MIN. SEE CHART, 1 i14 E.D. 12, lvmtj 'f!", SEEPANCHOR MOTE 2, SHT. 1. SEE ANCHOR NOTE Z $14T. I. twb ANCHOR QTY. FROM TABLES z 2MTMIN 1-3, SM. 7-9 PERTAIN TO EXT- THIS ANCHOR LOCATION,THIS ANCHOR LOCATION,W05 DETAIL S. P -HOOK 2.893' MTI. DETAIL T. P -HOOK VOW INSTA"TIO-N• • a Is 000 Goo CONCRETE INSTALLATION I WTE.. 'N;; • PLOWO.- I twql NO 11 ......... oe 0 0 0 0 • ANCHORAGE DETAILS es 0 a 0 0 ON� AtM4 Cf NO wrmwamw000 0 gffMES 770 ALUMINUM SOD - LMI admd* ll-MWN-N mw, ,= - TM r A.LYNNftLMP.L caw" amm MrS 1 14 cr 23 ps �W P.E.# um DETAIL V, SHT. 18, ANCHORAGE DETAILS W e F14 ` ---- e -j r-------9 fir _s�me..m� rmmmma®oma it PANEL If PANEL WOOD FRAMING 13V MIN. P -HOOK MOUNTING ADAPTOR P -HOOK MOUNTING ANCHORS LOCATED MID -SPAN ADAPTOR ANCHORS P -HOOK LOCATED MID -SPAN INSTALLATION INSTALLATION ANCHORS BETWEEN P -HOOK INSTALLATION ANCHORS 1" MIN. 134* MIN. WOOD ANCHOR SEE ANCHOR NOTE 2, BHT. 1. TL ANCHOR QTY. FROM TABLES iii r e ee 1-3, SHTS. 7-9 PERTAIN TO NOTE THIS ANCHOR LOCATION, 2AW MIN. DETAIL MM, P -HOOK FOR BOX RISER WOOD INSTALLATION DETAIL V, SHT. 18, ANCHORAGE DETAILS W e F14 ` ---- e -j r-------9 fir _s�me..m� rmmmma®oma it PANEL If PANEL PANEL. PAIS. TYPE i e TYPE i TYPE TYPE 11 1 'A' 1 n 'QS' AS w iii ii 1 SEE iii r e ee NOTE 11 1 e a o f 3. SHT. ie i1 18 Iii * 4 1 43 n1 �eamammmm�lennm>sarana &'Ca, BHT. 13 OLD WIDTH a NOM. PANEL WIDTH - r DETAIL'lY, SHT. 18, DLO HEIGHT = NOM. PANEL HEIGHT SM • • i i i • • • i i • • • ANCHORAGE DETAILS'E' &'fl, SHT. 93 XX 9Q° CORNER -XX (2TR,4EK tt!oDj Rjo ��f2NER) INT. •SEE APPLICABLE AS & S • • SEE CHART, BHT. 9 ONCRETE 1 MASONRY (GROUTED BLOOK ONLY) ;is •l�;�tv.'dn :� �`vt,- •.+- ; ?a SEE CHART. a�1i+y%"eo1•M'r;: SHT.1 .b SEE ANCHOR NOTE 2, BHT. 1. ANCHOR QTY. FROM TABLES 13, SHTS. 7-9 PERTAIN TO THIS ANCHOR LOCATION. I� >~-1 2.893' MIN. DETAIL NN, P -HOOK FOR IQX RISER CONCRETE INSTALLATION /OETAIL'EE', BHT. 19, ANCHORAGE DETAILS 1N' & 1-. BHT. 14 /-DETAIL W. BHT. 19 EXT. J- DETAIL W. BHT. 20 HORIZONTAL SECTION B•B ••• • • ••• ••• �i16E1 • • • • • AW, Pa .. SRX im 8770 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I X 1.80° PH SMS PANEL CORNER DETAIL #S X 1.00° PHI FRAME CORNER DETAIL 1$ s 23 POTfJDOs ��tttttlltll/11j� �c: Ido, 68708 � I �4, Op ,.'�``.. A. LYNN 11nLI.ER P.E P.E.M 88768 DETAIL W, SHT.19 DETAIL W. SHT.19 NOTES: DETAIL'FP, 3FIT.19, DETAI V , SHT.18 AEdCHORAGE DETAI V & DETAI EE', SFIT.18, ANCHORAGE 'P', SHT.14 ANCHORAGE DETAILS if DETAILS'A & Fg, SHT.14 &'C, HT. 13 PANEL PANEL PALL PANEL TYPE TYPE TYPE TYPE 'R 9.' 'D' A MAX. / HT. SEE SEE DP NOTE TABLES 3 ,.tt�� `✓ p X X X DETAIL V. $14T. 18, tRAME & ANCHORAGE DETAILS'F PANEL CORNER OXXX {2 TRACK) &'G', SHT.13 CONSTRUCTION DETAILS SHT. 15 EXAMPLE DETAIL W, SHT.19 "..T. L'BB'BHT .19 ?ITAIL'DD', .1. 11), DET.,, ANCHORAGE DETAILS V ANCHORAGE DETAILS'S' & T, &'R', SHT.14 SHT.14, `MM' & TNN', SHT.16 DETAIL X,BHT. 18,ANCHORAGE DETAILS & V. SHT.13 I PANEL PANEL PANEL PANEL PANEL i s PANEL i i TYPE TYPE TYPE TYPE TYPE 1 v -T 'K' nl 19 e ul le 1 MAX 111 N Ilt POCKET SEE / `SEE � UNDER SEPARATE a i 3 fit is ABLE$ SEE 1,4L�n-n cnan+6�nnnn son APPROVAL NOTE a N* . . . •• • • • • O X X Oft (3 TRACK RIGHT POCKET) DETAIL W, SHT.18, 1 p EXAMPLE ANCHORAGE DETAILS'P • • •a &'li, ". Jo • • • • • • • • • • • • ••• • • • ••• • • 1. SEI: SHY. 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. PLEASE SEE DP CHARTS FOR MAX PANEL HEIGHT AND WIDTH. PLEASE SEE SHTS.18-20 FOR SECTION DETAILS AND SHTS. 7-16 FOR ANCHORAGE DETAILS. 2. DLO WIDTH - NOM. PANEL WIDTH - 7" DLO HEIGHT= NOM. PANEL HEIGHT -8.26" 3. (1) LOCK (ITEMS 70 & 107-110) AT EACH LOCKSTI.E, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 4. PLEASE SEE APPLICABLE ASTRAGAL. & INTERLOCK COMBINATIONS PER DP TABLES. DETAIL'V', SHT.18, ANCHORAGE DETAILS W AF = N , SHT.13 aftymr AIL'EE', SHT.19, ANCHORAGE DETAILS'N' & P, S", MAX HT. All'BB', SHT.19 SEE OP TABLES DETAIL UJ', SHT. 20 F�fT. ar XX 80° CORNER -)OM TRACK DETAIL V, SHT.18 HORIZONTAL M ANCHORAGE DETAILS'E' 900OUTSIDE CORNER) -EXAMPLE & �', $HT.13 DETAIL'BB', SHT.19 �.---y i DETAIL W, SHT.19, DETAIL T, SHT.18; ANCHORAGE DETAILS'M' ANCHORAGE DETAILS'I' & O', SHT.14 &'J', $HT.13 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'AM F' 'F M MAX. HT. SEE DP SEE TABLES NOTE ��1...3, X X X DETAIL Y, BHT. 10, XXXX (4 TRACK BY-PASS) ANCHORAGE DETAILS W EXAMPLE SHE 13 &'IJ, SHT.14 storm I NMI iB d 23 = '�� •• Np, 68105' STAFF Ci�. IIP®mae-ea.� e,Qe®ommm9l PANEL i s PANEL i i PANEL. PANEL TYPE TYPE TYPE TYPE 111 le 1 111 A' it 'CS' 1 v -T 'K' nl 19 e ul le 1 i i9 111 N Ilt 11 1 1 A A rx `SEE iii i® NOTE a i 3 fit is 9I1 .A a 9 a 1,4L�n-n cnan+6�nnnn son = N , SHT.13 aftymr AIL'EE', SHT.19, ANCHORAGE DETAILS'N' & P, S", MAX HT. All'BB', SHT.19 SEE OP TABLES DETAIL UJ', SHT. 20 F�fT. ar XX 80° CORNER -)OM TRACK DETAIL V, SHT.18 HORIZONTAL M ANCHORAGE DETAILS'E' 900OUTSIDE CORNER) -EXAMPLE & �', $HT.13 DETAIL'BB', SHT.19 �.---y i DETAIL W, SHT.19, DETAIL T, SHT.18; ANCHORAGE DETAILS'M' ANCHORAGE DETAILS'I' & O', SHT.14 &'J', $HT.13 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'AM F' 'F M MAX. HT. SEE DP SEE TABLES NOTE ��1...3, X X X DETAIL Y, BHT. 10, XXXX (4 TRACK BY-PASS) ANCHORAGE DETAILS W EXAMPLE SHE 13 &'IJ, SHT.14 storm I NMI iB d 23 = '�� •• Np, 68105' STAFF Ci�. PARI. LETTER PANEL LETTER NOTE: 1. SEE OP TABLES FOR &WGLE >DW J tOC%978E Att7 vat p PDOWCK Lpq� °A PANEL WIDTH & APPLICABLE ASTRAGAL & INTERLOCKS. R O , ` LOCK6TlzE BN ME wrmm LcmPN cfim E.E iNwn .UGCE ,Vr T Asm4m cs WEN= t� E RECARV? MWO WOW= INTERI A PANEL TYPES) s FOW � /' y QS SLE LOCKW" LSE EXTERIOR S A97RAi;AL SQ oawm DOEaLOCK LOLY{811LE LOCK9W fiv ��( LA3TRAtfA! Lour j� / �fWzCEMR LR aff om SA N owamN ov L IZ fiffmom C 7wmE ASM4M lCBNMEComm Nflnam N! NR f Laaar7 8 N CF 7 LOC KOW F N FC LQISCBT&E mom E PP K wFm ry c Loaxo 'BS RR srim Locxs7w reonvcrssvlseo w osmldytpE welt dw RoAdu AAcag�mmw N. L4 — $j2-4 n1�0. o' t„/ rew77 L�SP0.H our LGrN E („/ pd pct pU07 111!711 ABNfSLE • • • • • • • • • • • • • • • • • • •moi �� ' ''iii '•• Lt9Qk6TN.E • • ¢[ :, Na 58705 LOCX67XE ''-,,�;'.•o. , NEL TYPES .tR • • • •'� Pa6pXR�a ,,; A LY87Oa"NAPtE Pk.omm SERIES TTO AL.UMUWM SOD - LMi acS s2O 3t�77aB t �t = r021 OW B;W— • • • • • • • • • • • •• •• • • • •• •• SILL RISERS OPTIONS 2a 23 <D ExTERIaR mTrERwR� 21 —7 (ALL VERT. SEC-nONS) to Tt 2 4.�8 2.868 3SW EXT 112 L J —� 4g EXT. EXT EXT. EX,�7' 62 51 hj-� FLUSH BDX SILL RISER LOW BOX SILL RISER MEDIUM BOX SILL RISER HIGH BOX SILL RISER 63 26 DETAI.'LL' SCREEN 22 AT HEAD 20 4.i' 2AW 3 DETAIL'MM' SCREEN EXT 1687' _._.I AT SILL. EXT. EXT. � EXT_.�.i FLUSH FLAT SILL RISER LOW FLAT SILL RISER MEDIUM FLAT SILK. RISER HIGH FLAT SILL RISER FIXED PANEL DTA FRIED PANEL SHOWN SHOWN x DETAIL T FO(ED PAN SHOT DETAILT 0tu Flotift EX7'. 7 8 10 Tae arn�oot Hoot "'"� 11 •• ••• • }� • • 11 113 • • • i • • i • 11 ` ' No. 66705 DETA11 9P D_05L 4 MAIL M ,27 o�1v/1 . . . .caro sums WTV, VERTICAL SECTION DETAILS '• So 2.�U ' FcoT ra NO Pa aSERIES 770 ALUMINUM SOD - LMI m Rx &.w &3Drr0 PJAI NM 18 -123 Ft�1i0002 I ALY REARM • %• • • • • • • • • • • • •• • • • •• •• ••• • ••• • • Ll HEAVY DUTY ASTRAGAL AND STILES DETAIL'HH' DETAIL'' UC IAIL LL.7 UC 1 AIL "Aw • • • • • • • • • u INTERIOR i•• i i i i i i (ALL HORM SECTIONS) lu EXTERIOR ••• •• • • • •• 'ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1-3, • • • • SHTa. 7-9 DP {PSPj fISStJt:41TED WITH STp.E • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL W (FIXED PANEL) sono NT8 i8 d 23 Pemm oillIIstil � � No. 68765 '• �; �:. A. LYM MUM P.B Rumm 5 7 11 Uwe (90° OUTSIDE CORNF-R,V=TRA0nSHGVVN) . ... . . ••• •.• .�. Won P.CE 8�l f�Y MOND F R l Lee: • •• •• • • • ••• • • 0 ••• 0 0 DETAIL'KK' g vy" (900 INSIDE CORNER, 2 TRACK SHOWN) 68705 HOROONTAL SECTION OETAH.S CORNERS ';�.o •.,Ftoxt?? ';yC� �; lFP:P!fM.QFRi9.Q rm A u MAIM a SM _ r_nar °°'��ss/otv��- ,•�• sour I NTS 120 -,23 1 POiom • • • • • • • ITEkA 4aM ROLLER Dap.B P07'.9 DescilPlion . 8D 1732b 8t7528 PANEL STB.E 81 173'!8 fiEM PaTlTatg 9T ROT.6 �acdpltme 17327 81 POT 83 12?b 8TP248 1l84YLBW.BiNBTP.•Tt8Nt8+1&�tNTERi.00JC) t 17908 81R�8 =SRAq(FIFAO 108 17328 817328 041EW.00XSCJ9EtYCOVER W 97� 817329 2 17909 817303 TRACK HEAD WITH SQiEEN RAIL t�AilY rnsTY ASTRAOAI. 89 17324 Bt7324 TOP & fiOTTOM 70 17358 3 +7309 817509 3TRACKHFAD 71� 1112'X1"X9t4°FBOt1FTN 01I8TPLUOB T2 8 78183?( TANIX=M ST. aT9. ROLLER ASSY. TS A 97392 817312 TRACKt1ERD S6JCONE DOW>�OR99b 75 8488 78185X OEMBW MORTICE 3PLY OVAL i�(W!L TRIM PLATE b 17314 617314 E SG?tEW CWL71 11 7to32� m328TEEiaNCU4tUT 78 1 79� 3�1 $v4OtiEEBEADtK�aiONTAL 8 17317 817317 EFIFJIDALAMBADGON ER 1 7/ 8 BEAD 81 17380 81 r 17904 617304 TRACC SEL B WEAIHER$IR1P 83 IOTAPE ASTRAGAL 8 17301 81730'I TRACIt s1u. Wml st2tEEro RAS. 9 17907 897307 3•TRACKStI.I RK 10 17310 817310 TRACK8ILL 11 17513 897315 E6ILLTMCKtt�ERT 1 17318 B E LLSCREENADD•ON 13 17318 817318 SILLSdtEENENDADD4)N 14 Bt730°i TRACK.fAMB 15 +7302 6! .WMB WItH SCRf@I RAIL 18 17308 Bt7ae8 'iRACKd4M8 tT 17319 8+7311 TRACK.WMB 99 n922 R 19 17599 817519 RLRER • 0 ttOLLOW � 1 81 RfBER • LONJ PLAT 21 17518 817318 RISER LCdN -LOW TOLir 8TA83 8 AIT-tlT • • • • • s 204 22 11368 81 R�t34 • M®FU1T 1 HT -M► • • • • • 1 817554 RISER •MF83HOLLOW 24 170 6 SSL R18g1.1�ittOLLOW 25 17323 III= ILL RM - ABOH FLAT 10 28 17533 81753:9 DOOR �7 P 27 7070 87070 E@PRBrE BULB Y9STP FOA Pf10Ot � 17354 817 DOOR OCt�T P•tiDaK MOUNT � 17935 81 4W0 1A3t � 17348 817348 ODOR QCKET P FOR BOXR�ER SHOWR PARTS (NOT IN ORAWINM 40 4519 et22� samm �� RAO. • LOCKBTILE 41 7LOCKWOSK CREENLL12tSET 42 4itH8 KEEPER SPACtdT GET 49 81b2 88182 t22t�101TE�.00KADAPTER SCREEN DOUBLE OCK 48 4517 81 CREEN L 48 4516 842257 SCREEN �7TCSt RM. 4r 888 STANDARD � 688 MW STANDARD ROLLER -ST. Q9TL 49 4344 $_4W_ WMAITIMAL STL REVISED � 677949 DID BCRFiN PIER 5/ 1818 81692 SCREEN SPl04E • .188 �1Ift�tacr8N8iaFTmi� � B1N $104 81810 SC—RM 8P1.04E•.18D CLOTH sa ITS vrxa°xvle• ac 1 p*X41XiV&WMGSLOCK • f1+111111th s • �� V„ ��✓ • • (VOTE: ALL ALUMINUM ;8063-aQ. • s • • • •. • lux :� ` s ATb�7 d �f1N1 N6+ • • • � LIST ;: 'i��s F�OR104'��i�� 4 • • • • 1070 OOYJ>ltNB tan�'�i>>OI SERIES 770 ALUMINUM SOD - LMI I I I I J ylt�`` Pn� sit - 23 ev ruPQii�2 A LYl91 M P8 BOL7fl0 � 21 C2 ITEkA 4aM ROLLER Dap.B P07'.9 DescilPlion . 8D 1732b 8t7528 PANEL STB.E 81 173'!8 8179 ANE! STO.E (RFAVIf txlttrj 163 17327 81 NIiF]ii ACtl1PT� 83 12?b 8TP248 1l84YLBW.BiNBTP.•Tt8Nt8+1&�tNTERi.00JC) 84 i728 71726 Slti END WfiATHER81T31P PAO 108 17328 817328 041EW.00XSCJ9EtYCOVER W 97� 817329 F1AAifl{.EN'T•B+ITEHI�tRAISEOWiTHTHlIM8T1&iN 88 173 8173 t�AilY rnsTY ASTRAOAI. 89 17324 Bt7324 TOP & fiOTTOM 70 17358 417388 WFATTfB1STti1P E70EN&ON 8<+1dECR MOLOED} 71 1688 71� 1112'X1"X9t4°FBOt1FTN 01I8TPLUOB T2 8 78183?( TANIX=M ST. aT9. ROLLER ASSY. TS 8%3 78163N TANDEM NYLON ROLLER ASSY. 74 S6JCONE DOW>�OR99b 75 8488 78185X OEMBW MORTICE 3PLY OVAL i�(W!L TRIM PLATE 78 71032X1FPPX 81852 Xr FL 88 SCREW tai TYPE'P" TIP Tr 11 7to32� m328TEEiaNCU4tUT 78 1 79� 3�1 $v4OtiEEBEADtK�aiONTAL � 17867 817567 rKA BEADtI�+lZONTAL ER 1 7/ 8 BEAD 81 17380 81 8 AL READ 82 1224 B WEAIHER$IR1P 83 IOTAPE ADHESIVE 'U29t1H6' BWQLE 81D TAPE FOR Iti SAD 8TA83 8 AIT-tlT • • • • • s 204 L96AS8 9118 • • 1181AM8tA -Hf • 1 HT -M► • • • • • ITEkA 4aM ROLLER Dap.B P07'.9 DescilPlion . 8D 1732b 8t7528 PANEL STB.E 81 173'!8 8179 ANE! STO.E (RFAVIf txlttrj 163 17327 81 NIiF]ii ACtl1PT� 83 12?b 8TP248 1l84YLBW.BiNBTP.•Tt8Nt8+1&�tNTERi.00JC) 84 i728 71726 Slti END WfiATHER81T31P PAO 108 17328 817328 041EW.00XSCJ9EtYCOVER W 97� 817329 F1AAifl{.EN'T•B+ITEHI�tRAISEOWiTHTHlIM8T1&iN 88 173 8173 t�AilY rnsTY ASTRAOAI. 89 17324 Bt7324 TOP & fiOTTOM 70 17358 417388 WFATTfB1STti1P E70EN&ON 8<+1dECR MOLOED} 71 1688 71� 1112'X1"X9t4°FBOt1FTN 01I8TPLUOB T2 8 78183?( TANIX=M ST. aT9. ROLLER ASSY. TS 8%3 78163N TANDEM NYLON ROLLER ASSY. 74 S6JCONE DOW>�OR99b 75 8488 78185X OEMBW MORTICE 3PLY OVAL i�(W!L TRIM PLATE 78 71032X1FPPX 81852 Xr FL 88 SCREW tai TYPE'P" TIP Tr 11 7to32� m328TEEiaNCU4tUT 78 1 79� 3�1 $v4OtiEEBEADtK�aiONTAL � 17867 817567 rKA BEADtI�+lZONTAL ER 1 7/ 8 BEAD 81 17380 81 8 AL READ 82 1224 B WEAIHER$IR1P 83 IOTAPE ADHESIVE 'U29t1H6' BWQLE 81D TAPE FOR Iti SAD GLASS MAII-SIso MEW 8052 lAlIBRIATE t031f8i•7716tA9J9NATEDHT•HTPVB AQL PLUa 101 tAM8WA7EDIG1t4T-7118tAhffi+IATEOHT-HTPVB 212 CLASS 102 1698 71898 OU8TPW0 163 4180 78t88X r KEEPER 104 853 7Sd(EEP 82xiEEN LOCK KEFpER 90b 7344 817344 FbQ:OPANEICLIP-6'lONO 108 17382 17362 t:?QE%lal PANEL F�TA9tER 107 1739 71739 F1AAifl{.EN'T•B+ITEHI�tRAISEOWiTHTHlIM8T1&iN 908 1740 717 ftAN[�. Kif-RAIBEDEMERIORIIANDLE 108 1791 78182aN HMIa.EKR-RECESSEDIN7ERpR 11IRN 110 1732 78178 HA14IA.EXT1'-RECE86EOEXTERIORPIILL 1 1 7 X3k' PFT. PN. TEK -&6. 2 123tf State WSTP,.210X.+70-RroSEAi 113 1712 OM 187 X.230 FINBFAI 114 79 1 0X1 9 11 1' 1+8 720XIX 4-20X1'87. 11 7�8t2X �4- t.s BT. en. 718 17998 817338 ODRNEHRECEIVER 110 17337 7397 ER 1� +73.48 09SIIX; 290 lAlIBRIATE t031f8i•7716tA9J9NATEDHT•HTPVB 21 GLASS tAM8WA7EDIG1t4T-7118tAhffi+IATEOHT-HTPVB 212 CLASS TED103t18T-7l18LAt�8NATEDAR4tfSaP 213 101147 • TH8IAMBVATEO ttT.HT 8BP 214 G1A6,4 7118 LAMIAWTEDANN•ANAI SOP D BLASE LltM8AY1TE0 t0 3�1 •7118 LAMNAT�AA94�I60P 217 OIA88 LAA+SNATEDtOttaT•7N8LAM{NATEDAt184 SSiP ! 0.718° 1.060° 0.83" 17 0.OBT -ry 1.0541 9.003° 0.328° I 1.888" 0.060" 0.778° 0.762° 0 0.7�' 9.162' 0.wr 0.082° 0 " 0.787' 0 0.080" 0.08(1' I 0.65° 1.739" +- INTERLOCK SCREW COVER M SCREW COVER GLAZING BEAD (SINGLE) S8_�0 3 Ci T&NG BEAD.(I G.) FIXED P EL CLIP MD PANEL RETAINER INTERLOCK (86) MAIL 8083•T8 TL: 5083-T8 {78) MAIL 8083 T8 {11)MATL: T8 {79 (VIATL 8�3 T8 (! ATL X83 T8 {109) MAT'L• 8083 -TB { ) TL 8083 T8 3.802° 1 0.782° L 1.163' 0 0.2V 0.0o2' -- P-HOOK SCREW COVER 0.080" (20) MAM 6063•T6 3.802° 0.674 0.076' F -HOOK (20) MAIL: 8063-T8 0XV 0.1 T"'I .66° 'GH BOX1 LL RISER - 4} MAM8083-T8 P -HOOK FOR BOX RISER (30) MAM 6083 -TO 1.845' STANDARD ASTRAGAL 8 MAr8u M63 -TB -- 4.126" --+ 4 0.082° 1.8' 0.062° 1304 3.126' 3.26" STANDARD Mg O� ftBOTTOM BOTTOM RAO. (60)MATL: 8083-T6 �(89} MATL: 8083.78 1.871 0,23 1 1 0.082° 1.01E1° 1.487° 3.979° 0.076' 0.281' --4 I-* HEAVY DUTY ASTRAQAL (88)MAT'L: 6063-T8 t3AW' HEAVY DUTY STILE (81) MAIL• W83T8 2304' -I F I 1.848 0.0.7jE �2" I P_(1- MK MOUid fIN¢ ADAPTOR (28) MATL: 8083.78 SCREEN STB.E -1 (40) MAM 6003-T8 O0.082°0.082°- I 0.7 FLUSH RAT SILL RISER 0.23.2" ( 8) MAT'L: 8083-T8 0.232' 0808' 3.968' v� 1.687° 2486° 0,0w 0.082° -►Ili- 0882" I+ - OW BOX SILL RISER FLUSH BOX SILL RISER LOW FLATS) UN I�.ED. FLAT SU RISER T Rl3ER (219MATL:80WT8• o • 8 MAW. WO To MAIL: 6063.76 (22)MATL:8003-T8 ( MAIL: 6083-78 ••• 0 0 • ••• 0 0 P.f0. !8'1x1 R 81124 PROMX7 P"SED as eoeipiyi� wWi 8• monde su11mn6mdo it of -,0"%. mmim, J •• STATE O r / ' J ` f` fllillliitt A. LYNN MUM P.E, P"am -+-► 1.046° 1.bOb" 1.211" 1•s�' 0.082' 0.081, 0.081' 0.0 SGI�EPI TOP RAIL 0.081° 2 -TRACK HEAD 4 -TRACK SILL (45)MAT'L:8083-T8 (1 TI (10)MAM606346 8.198' 8.188° 8.628° �j 1.606° 0.876' 1.211" —L,—j- 1.093 0.082° 0.081" o 3 TRACfC SILL !- 2 -TRACK HEAD Wl. EEtd TRACK (0) L: 8 SCREWW BTM. RAIL (2 MAT L TS 8.221° (48) MATS.: 6083-T8 T C C (14) MA7'L: 8 83- 7.105" 2 -TRACK JAMB Wi SCREEN TRACK 1.6w 1.38° (1b) MAT'L: 8083-T8 1.211° 1.38' 0.08V 2 -TRACK SILL W! SCREEN TRACK 0.081__ �—A (0) MATT :8083.78 (3) MAS 0.081° 7.106° 4* OW 0.081° (4)MATL 8063-T8 1 00 • • • i i • • • • • �8 i° 3B ,`,``��`O�� (420 MATL 8063 T8 • • • • • • �COR�fER A M&OAL 2' ('119) MA7 ODWT3-T8Fm 4 � No.68r06 � • (118) MA • • • • • • • • • • • IL: (17) J..L 1Jt1 AVRm4mSM&T 0 • • • • 1090 G•Y EJCTRUS/ONSanwap na SERIES 770 ALUMINUM SGD - LMI ''SsZONAI-V, Irmw vow.memo °, mum 0 NCC b A80374 SQAf70 HITS 23 s 23 ' MTBII02 C2 a L�.E.4 a;- • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • y „"y NOV 0 4 2014 MiAMI•DADE MIAPOR--DARE , FLORIDA 0 i;uryPRODUCT CO OL SECTION DEPARTIRENT OF REGULATORY AND ECONOMIC RESOURCES OM) 118{35 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2M F (786) 315-2549 NOTICE OF ACCEPTANCE (NOA} www.mtanfldsde.eov/economX PGT Industries, lnc. _ 1070 Technology Drive LI North Venice, Fl. 34275 i SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revolve, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revolve this acceptance, if it is determined by Miami --Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building cote. This product is approved as described herein, and has been designed to comply with the Florida -Building 0000.. Code, including the High Velocity Hurricane Zone. • • • • • • DESCRIPTION: Series i`PGT" Clipped Extruded Aluminum Tube Mullion-�..D+�L : • • • : • ' • APPROVAL, DOCUMENT: DrawingNo. 6300JR, titled "'Impact -Resistant r a f i • Altu�um Tube 1Nlullionsr • sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revisiop VAR, signets• sealed add ' dated 10/15/13 by Anthony Lynn Miller, P. E., bearing the Miami Dade County Product Conift-Revision':— Section stamp with the Notice of Acceptance number and Expiration date by'tltc3' Miam i-DH&*CounV. •: • " Product Control Section. " " " • * 0 MISSILE IMPACT RATING: Large and Small Missile Impact Resistant : • •' : 0 0 so**:* .00000 LABELING: Each unit shall bear a permanent label with the manufacturer's 3=8.ar logo, city, state, • • • series, and following statement: "Miami -Dade County Product Control Approvee, unfess o g�►yix noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami --Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0922.01 and consists of this page 1 and evidence pages B-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jalme D. Gascon, P. E. NOA No. 13-0815.05 tAM� AtiE cautvnr� Expiration Date: May 26, 2016 o � Approval Date; October 31, 2013 �Z' a t5 Page 1 PGT Industries, Inc, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 10- 0819.03) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sleets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A", signed, sealed and dated 10/15/13 by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 20194 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 clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report Tio. FTL 6443 (samples A-1 t1mi E-1), dated 02/28/11, and addendum letter dated'03/05/11,.all... signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 10-0819. 05) s 6666.. . 6666.. 6666.. 6666.. Ogg* 6•• C. CALCULATIONS • • • • • 6666 6666 6666. L Anchor verification calculations and structural analysis, coxgj + 4jg with f BC 2014, • • • prepared by manufacturer, dated 09/20/11, signed and sealed'by'Anthony'LynnMifftV,':' P. E. 66666. 6 . . (Submitted under previous NOA No. 11---0922.0.1) so -00-0-- 0 6 .6000. .. 6 .660 D. QUALITY ASSURANCE 0000 1. Miami -Dade Department of Regulatory and. Economic Resources 0WR). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance and complying with the FBC 2010, dated 06/06/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Laboratory addendum letter for Test Report No. FTI. 6443, issued by Fenestration Testing Lab, Inc., dated 05/05/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 11-0922.01) /, Jaime D. Gasco Product Control Section Supervisor NOA No. 13-0815.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED F. STATEMENTS (coNTpmED) 3. Laboratory compliance letter for Test Report No. FTL 6443, issued by Fenestration Testing Lab, Inc., dated 02/28/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted ander previous NOA No. 11-092101) 4. Proposal No. 10-1070—R issued by BNC to POT Industries, Inc., dated 01/07/11, signed by Ishaq I. Chanda, P. E., Product Control Examiner. (Submitted un derprevious NOA No.11-0922,01) G. OTHERS 1. Notice of Acceptance No. 11-0922.01, issued to POT Industries, Inc. for their "PGT Series Aluminum Clipped Mullion -- L.M.L", approved on 12/08/11 and expiring on 05/26/16. •000.0 Jaime D. Gas n, P. E. Product Control Section Supervisor NOA No. 13-081S.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 E-2 0000.. 0000.. 0000.. 0000.. 0000.. 0000.. ••6• 0000 • • • • • 0000 0000•• 000 0 ..•6•• •.•• 0000• •• •• 6000 0006•• • •••.•• • • • • • • •6.66• •6.6•• Jaime D. Gas n, P. E. Product Control Section Supervisor NOA No. 13-081S.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 E-2 . . ... . . . ... .. .. . . . .. .. . SUITABLE FOR ALL LOCATIONS RELIUIRING • • • • • • NON�ACT OR LARGE AND SMALL GENERAL NOTES: • • • • • • • • • • MISSILE IMPACT -RESISTANT PRODUCTS ':E t>E7'AU.3 SHOWN ARE FOR THE i�lULI01�ONLY. ARE O ANYANCHOR8 REQU9ED FOR THE FENESTRATEON PRODL�T WSTALhM1ilOFi iYPICAL�A�TKA Sa��EACHITUATIgI IS UNIQIE AND SHOIIID BE EVALUATED BY AN EXPERIENCED INSTALLER FIRTHS BEST INSTAUATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS iF USD ARE a MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. MULT�LE OWHtdAJB1YlOTHRINi1lERTICA.bCAL ARMIES T08E MULLIONS – WE DSTAU 81 8W A60E 2) THE TYPE AND NUMBER OF ANCHOWA gtffrAL Ti� PE%Q OF THE INUA I ED UNITS. MULLIONS A41.CW; soPE HAVE BEEN TESTED AS `FREE-FL0A0XV AND D& NOT Jif1`AM ED TMS MULLION CLFS. BUT SHALT. _SWZM 2-3 NOT HAVE A GAP OF MORE THAN 1/4 PROM *ECUFIP • •• • • • • • • • •• • • • • 1 3) THE ANCHORAGE METHODS 9Hp 11E TQ RE�1�ST� LOA> CORRESi�NDWO TO TIE RE0li�0 DESIGN PRESSURE. MULU DNS ARE�U.tXJLATED TO FLE ND MOR T=80 TFE'U8 ME==E WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.8 LOAD DURATION FACTOR WAS USED FORTHiE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY W THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE ATHRUtk, SEB DETAILS / \ / INSTRUCTIONS. SHEETS 6) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE I % iif I / X23 ON THIS SHEET AND MET 21. FOR MULTIPLE UhTrS, CONSIDER ONLY TWO ADJACENT UNITS ATATIME WHENNUSING THE SDESIGN PRESSURE AND ANCHORAGE ABLE& THE LOWEST DESIGN yG�T PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1HXN �t 4lSaBl41 HOIBZONiAL S) WHEN FINNING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALK. DRESSING OR STUCCO. WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHAD. BE PROTECTEDAS REQUIRED TO PREVEHHT REACTIONS, PRODUCTS MAY 0FOEPE 8) REFERENCE. TEST REPORTS: FTL-8443: ELCO ULTRACONIAGGRE-GATOR NOA'S; ANSUAF&PA NDS FOR WOOD CONSTRUCTION; MUS1@E ADM -ALUMINUM DESIGN MANUAL / I MAt•BiFACTURED / BYPST. 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA SUU.DING CODE, AND ARE APPROVED FOR NPACT AND NON4MPACT APPLICATIONS. MULLIONS ARE ONLY TO HE USED WITH %SEE b8TA0.3 PGT APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS, HOP TAN. z,s 19) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHL. LENBrH HORIZONTAL test. INSTRUCTIONS: uWsm 1) DETERMINE THE DESIGN PRESSURE EEQUUEMENT t: BS/FTPR FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL RT THE 08" OF THE FE 14ESMTION PR40UCM FRAME DEPTH. 3) REFER TO SHEET 22 TO DETEWONE IF THE WIND LOADING 18 'RECTANGULAR! OR . 0 $INGLE MIE.UON t—NOT¢.MAN.Leam--- i MULTIPLE MULLIONS GM4 3M NOTES.. 1 INSTRUoTvm ..................«.».«» 1 ELEVATION&...,.......» 1 MULL TO 2X WOOD_ 2 6U1 TO 1X & MA3QHWY.......... 2 DWALLATION NOTES- 2 MULL TO MASONRY- 3 MULL TO STEEL STUD............. 3 MAL TO MULL-- 3 ANCHM SPECS- 3 ALTERNATATECU S__,..w..4 SAY MULL URSTALLATKIN....._.._ 4 1 X 2 X.123 MULL SPE7fS_...,.. 0 1 X 2 X.378 MULL SPECS«......_...5 1X2.78X.3MKILL SPEfS..._ ? 1 X2.78 XM MtXL. SPECS„...... 8 1 X3.128X.o MIu SPEC&......0 1 X4X.128 MULL SPEiS_ W 1 X4X.3T8 TUBE MULL SPEYS._ 11 1 X4 X ZM '1' MULLSPECB...... 11 1Z X3.1SS X.288 MULL SPECS_12 2X4X.28MULL SPECS-- 13 2X $X.S MTU. SPEIS..............14 1.28 X2.11X.Y18MI#LSPEQ9_ a Sv X3.28 SAYMIAJ. SPECS..._.•» 18 4V X3,28 DAY MULL SPSCS._ -17 MUIJJON&QLIP 1&20 EXAMPLES 1 SO LOADURI EXAMPLE..,...,... 22 4) FUND THE CHOSEN MULLIONS MULLION CAPACITY fi ffl T°H FROM TABLES 1A THROUGH 13A, ON SHEETS & THROUGH 17 RESPECTIVELY, USING TIE MILLION TYPE, LENoTH AND OPENING WIDTH OR HEIGHT MEPENDING IF THE MULLION 18 SPANNING VERTICALLY OR HORIZONTALLY} THE l CAPA ILBSffT°{ OBTAINED SHALL MEET OR EXCEED THE Ag IRE REQUIREMEtNT NLBSJ M FOR THE OPENIN OBT NED U4 STEP 1), e) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FUND THE VALUE IN THE NEXT COLUMN MN ANCH R CAP TTY 1 �(1._Bd3�. THIS VALUE REPRESENTS THE W W X AO TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MU TSE MET TOA N N��FI}LL MULLION CAPACITY. 8) FROM THE ANCHOR CAPACITY IN TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SU�TRATE CONDITION ( MULTIPLE AI40tR/SUBBTRA7E/ANCHIOR CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THEQl1I1ED ANCHOR CAPACRY 18 MET. 7) IF THE j}i[ F tTY ll �QBTA@TED IN THE TABLE f8 HIGHER THAN THE DE FOR TIE C�, YOl MAS—Y I THE 'ANCHOR CAPACITY ADJUSTMENT FORMULA' TO OBTAIN THE LOWER R CAPACITY REQUIRED. WITH THUS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING I FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL WK) N CAPACITY (LBS/F1'1 OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALT. APPLY FOR THE ENTIRE MULLW FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. HE J��'�' 'JceNs�"• ;�P "�i� It " � z Nc. 58788 A P.E. FL P.E.# 88705 AIL MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) ee t8T98TMULL o''• CUP MAYE urAtLm ;. TFOS btBiFt� .. �o 4e . e . . ... . . . ... .. .. . . . .. •. . . . . . . . . . . . . ....... ..•. . . . . ... • ... • • • • D AIL •:• • • • • • • MULLION ATTACHED TO TX WOW BUCK ARID MASONRY (STANDARD CLIP SHOWN) .... . .. ... .. WCATOW mm POTAHM Sf e FMVI=*.W � a e4 - a ALL M LUONG 4., 1� 4 • d EXTERIOR INSTM,LATiON NOTES, 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR BTUCCO. 2) QUANTITY OF ANCHORS AND M UIltON SRM SHOWN ABOVE ARE FOR PICTORIAL RIpRFSENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARRY ON THE ANCHOR TO ANCHOR DEITANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED. REFER TO THE TAWAS ON THE FOLLOWM SHEETS. FOR DETAILS AA, EITHER THE STANDARD OR INTERIOR CUP MAY BE USED, 3)ANCHOR HEAD TYPE MAY BE PANHEAD, HEIMAD OR FLATTiF" 4) WOOD SUCKS ARE OPTIONAL, SEE DETAIL C, SHEET & 6) FOR MASONRY APPLICATIONS IN MIAMaDADE COUNTY, USE ONLY M USI-DADE (:AUNTY APPROVED ELOO ULTRACON OR ELCO V4' S.S. A«GATOR MASONRYANCHDITB. ariiasmaiRATe eF.��R=TaaLFsle-4oe I� tat ', TYP.ANCWR rtP.ANCHOR TVP. ANQIOR EDGE imm, 1RAT8. -YFReUBS►fWTE, StBBTR m !" TASM SETASM48.08 88ETAWAD4&408 - 6E TABL98 48-0OB 18400 e0amm _Z7 O STANCE SIDE VIEW SEE TASLE9 AND etrmTma :., r• .. •. :j ATTACIO�M •.:ry'• '•a� 1� ayomm :• .,i •:el:•:,A ATTAtBUffiNT �y� .�: ... ::� BYOTH9i8. •Gr �i:� ".. •b' '.j 8�itt �_�ta'• :: * �IBET1. . ;. y•• 80 NOBS 1. :. ;; ;r '�' rn:% .< .. a.... ':j';�.. •R' RMALLED BY . •. i. •. '•.�.. ."•'�' ,r., .., MM &11tSICONCRETE �i/d'SN `, .. SISymw FRONT VIEW FRONT VIEW INSTM,LATiON NOTES, 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR BTUCCO. 2) QUANTITY OF ANCHORS AND M UIltON SRM SHOWN ABOVE ARE FOR PICTORIAL RIpRFSENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARRY ON THE ANCHOR TO ANCHOR DEITANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED. REFER TO THE TAWAS ON THE FOLLOWM SHEETS. FOR DETAILS AA, EITHER THE STANDARD OR INTERIOR CUP MAY BE USED, 3)ANCHOR HEAD TYPE MAY BE PANHEAD, HEIMAD OR FLATTiF" 4) WOOD SUCKS ARE OPTIONAL, SEE DETAIL C, SHEET & 6) FOR MASONRY APPLICATIONS IN MIAMaDADE COUNTY, USE ONLY M USI-DADE (:AUNTY APPROVED ELOO ULTRACON OR ELCO V4' S.S. A«GATOR MASONRYANCHDITB. ariiasmaiRATe eF.��R=TaaLFsle-4oe I� tat EDGE !" TASM 18400 RLI SIDE VIEW etrmTma OFFW VAY E RMALLED BY TWA f DETAIL C- IM DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CUP SHOWN) Rr . . ... . . . ... .. .. . . . • • .. . . . . . . . • • . . . . ... . . . . ... •• • • • •• • • • • • • V. • • • • • • DETAIL E: MULLION TO MULLION • • INTERSECTIONTim E • • (U -CLIP) • MAY BE , INSTALLED IN REE' OR'gi0$S' I • NTERSECTIONSHONS 2) MAY BE INSTALLED HHDRIZONTALLY (SHOWN) OR VERTICALLY. • 3) SEE U -CLIP DRAWMS, SHEETS 18-M no��enu FOR CORRESPONDING MULLKX FRONT VIEW EXTERIOR 88E 8i#6T3 t&" MR HOW LOCAT[N ED88 f>♦IAMAA BEETABLEB 1&fes SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SH 121 NTALLATfON NOTES, 1) ANCHOR EMS@DMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) ONLY NTITYBECAUSE OF SEANCHORSANDMULLIONSIZESHOWNABOVE THE AN HOOT IALREPRESENTATION ONLY. lECAUSE TFE ANCHOR CAPACITY BASED PARTLY ON THE ANCFt TO ANCHOR DISTANCE, THE BTRUOTIklB a MANCHOR 886 TABLES IMOB a ��\ SEBeFt6@TS � � ��gq•F CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. MFOR •�` •.` 1 mm tOCATIMS A we NO .\` . ''�� AttxtfDAt 3) ANCHOR HEAD TYPE MAY BE PANHEAD. HEXHIEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET FOR MASONRY APPLICATIONS IN MIAMI MOE COUNTY. USE ONLY MIAMI -DADS COUNTYAPPROVED CO U.TRACON OR ELCO 1/0 S.S. AC TOR MASONRY ANCHORS. MTS vwNi FOR 81EH.6TIIOSTHIt RTHAPI aFETABlEB 4'(`.•�j NSF•'•4!;tp FRONT VIEiA1 "GAAMCOMPUAWWRHTR9PL6UWWG 1B-0oll =E.ASXWOOCSAOIfBRM=lL= w A * : •t Ir ATIACHM809YOiHOM EXTERIOR DAI' SIDE VIEW No. w7cs li`�yf NCITES, -a %pp''. sTA / 5 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED.'•..Ato ' /'�%sS''� 2) BBE CORRESPONDING MULLION TABLES, SHEETS 8-17. FOR QUANTITY OF SCREWS. A. LYPLVMr�etrc, P E. FL RES WAIS DETAIL P FIELD -MODIFIED MULLION CLIP (F -MP) OMMAUA-6. B WIS 2MD3 FOR tNSTALLVM TDffi+EcrmsussmTm SIDE VIEW SHMVN WITH PXTX.Y2S MUU10N . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TOP VIEW DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) FWXM!TMj VWAU.ED i 7 lt,�llllllillllillw I ALUM CAW ORMASONRY moDmom#tmol iiiieVERM �i�iiiii��orieiiii ii. /// ©f A" CW fi�iiiii�ii Em UWAMM PM NCHM gow PWAM INSTALLATION OP -TION G &W MR C - f •-- END. MUST INSERTED INSIDE • .il 1 : 1) DETAIL IS NOT APPLICABLE FOR THE 13AY OR I -V X V I- X.12r MULLM. 2) DETAIL G- SEE TABLES 19-118 FOR ANCHOR QUANTITIES AND SHEETS 18-M FOR HOLE 2) SEE TASLES 16-10D FOR ANGKOR QUANTITIES AND SHEETS 18-2D rOR HOLE LOCATIONS. 3) DETAIL K' SEE TA13LES 128 OR 13B FOR ANCHOR QUANTITIES AND SWETS iS-20 FOR 3) THE 2X5 CLIP • FOR THS APPLICAUK HOLE LOCATIONS.• • • .. .. . . . .. . p G•• • . • • • • • • ANGLE M ONtup • • • i •. i(ANOLECLW} •• • • • •• .•• •• -tdw.� • • • s • • • • TOP VIEW DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) FWXM!TMj VWAU.ED i 7 lt,�llllllillllillw I ALUM CAW ORMASONRY moDmom#tmol iiiieVERM �i�iiiii��orieiiii ii. /// ©f A" CW fi�iiiii�ii Em UWAMM PM NCHM gow PWAM INSTALLATION OP -TION G &W MR C - f •-- END. MUST INSERTED INSIDE • .il 1 : 1) DETAIL IS NOT APPLICABLE FOR THE 13AY OR I -V X V I- X.12r MULLM. 2) DETAIL G- SEE TABLES 19-118 FOR ANCHOR QUANTITIES AND SHEETS 18-M FOR HOLE 2) SEE TASLES 16-10D FOR ANGKOR QUANTITIES AND SHEETS 18-2D rOR HOLE LOCATIONS. 3) DETAIL K' SEE TA13LES 128 OR 13B FOR ANCHOR QUANTITIES AND SWETS iS-20 FOR 3) THE 2X5 CLIP • FOR THS APPLICAUK HOLE LOCATIONS.• IT•RIF4fl USED IN PASS, FIGURE & * 0 [oe4plywalit01TI0tW0 SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ANGLE CUP MUST BE E & FIGURE 44 FIGU1111 i J tow •• •• • • • •• •• • • • • • • • • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 13.20. &06M FIGURES SHOW SUGGESTED, APPROXBMATe HOLE LOCATONS.4) bAftn 1 I 10 • IT•RIF4fl AixhwC9pPa& m3 An•WfTO& 3/16'q.01Utm= I 11 Seatgttom 2j16'F.b.14R=n I 'U4 FWCUbeoatr ,rv-a. aw cm. va-ya c,w ero nt� etz et•m mzaem KUM FOR THE OFFSET CLI . USE THE SAME ANCHOR PATTERN Atm ANCHOR VgMS AS TM STANDARD ". uE USED IN PASS, FIGURE & * 0 [oe4plywalit01TI0tW0 SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ANGLE CUP MUST BE E & FIGURE 44 FIGU1111 i J tow 2) LINEAR INTERPOLATION BETWEEN MILL LENGTHS AtNWOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DI I". SEE SHEETS 19-A HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 13.20. &06M FIGURES SHOW SUGGESTED, APPROXBMATe HOLE LOCATONS.4) bAftn 1 I 10 • • • • CONCRETE BLOCK SHALL CONFORM ASTM C•>S. WOOD SHALL BE PIESSURE:fREATEO ` YELLOW SOUTHERN WITH AN 80 OFUS. SHALLB(9S THKIC. STEEL STUDS 1Mdtl1 rt,m4jorOp9n • /ht(1Dr rx rx.1�^MULUON �) • ••• Wb 801. 70• Goin Mrn ••• ••• toot. • 1R0 1401. Isola Ix2x.126 7rep101..0 Radler 40. 7dmtg. i Re4ta.116• Lmaft 0�111•n11. Rem l Tt•lO1a� l Raoteogua Lwft L"ft IwT Reefm�ber 1aem� * W7dV. Remoter t1 Tmormw I -Am u mne Tube L fill,Alwm � a h h h 1 1 h fit. mill 406 Ins 3� 832 408 MIS � 769 408 W.81321 609 408 M4 318 62.1 486 IOU 310 099 408 100.0 318 48a 488 404A 319 311.9 W 101.0 310 3" 408 IOU 319 48t. 14A 312 S39 268 62A 392 73.4 262 63.6 312 W.0 218 408 3t2 831 248 419 312 818 244 VA 3t2 81A 244 31.2 M2 01.0 244 ffi6 312 OU 244 23,4 312 61A 244 SOMM 83A 281 70.8 231 03.2 281 Bta 228 40A 281 46.7 224 398 281 62.1 222 399 281 @.1 220 318 m 40.3 240 20A 201 48.3 218 22.8 281 40.3 218 20.0 281 49,3 219 64• 62.0 247 B7A 207 43.0 247 40A 202 378 247 44.8 NO 329 247 MA 786 262 247 38.4 104 20.3 247 38A 183 219 247 30.1 193 10.6 247 30.1 106 16.4 247 $8.1 193 Got. 30.4 200 412 178 32.0 208 36.4 188 27A 200 31.0 t83 24.0 200 26.9 180 21.3 20 27.1 169 102 200 269 167 188 200 2114 168 0301 33.1 t81 39.3 166 27.6 161 Ml 163 23.7 181 289 949 202 181 248 146 10.4 181 2G8 t44 108 tet 21.7 w Bob 26.6 1M 30.8 142 24.0 toll Z.1 138 202 189 23.1 136 t0.0 t09 2LO 136 min 122 163 298 120 169 130 -19a 110 tsa 139 m lie 769. 10.0 In (11.7 106 10.7 116 i8.6 107 704. 171: 118 162 184 AixhwC9pPa& m3 An•WfTO& 3/16'q.01Utm= I 11 Seatgttom 2j16'F.b.14R=n I 'U4 FWCUbeoatr ,rv-a. aw cm. va-ya c,w ero nt� etz et•m mzaem KUM FOR THE OFFSET CLI . USE THE SAME ANCHOR PATTERN Atm ANCHOR VgMS AS TM STANDARD ". uE USED IN PASS, FIGURE & * 0 [oe4plywalit01TI0tW0 SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ANGLE CUP MUST BE E & FIGURE 44 FIGU1111 i J TABLE NOTES; „ t nuu�ur tarn � �urarrmnnr IOP )X /ANCHOR CAP. ,,,` -ANCHOR CAP.- . MUt.L10N CAP..o.... USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED° CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. ITWILL YIELDA MMMUM ANtTHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE. 9) SEE SHEET 9 FOR INSTRUCTIONS ON USING THE TABLES AND MEET 22 FOR INFORMATION ON LOADING. [oe4plywalit01TI0tW0 SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ,.j tow 2) LINEAR INTERPOLATION BETWEEN MILL LENGTHS AtNWOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DI I". SEE SHEETS 19-A HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 13.20. &06M FIGURES SHOW SUGGESTED, APPROXBMATe HOLE LOCATONS.4) 1 I SUBSTRATES. CONCRTE SHALL CONFORM,„FR!/r, T (CMMU) 926' ` !, VNN `��D�S( GeNa `GP CONCRETE BLOCK SHALL CONFORM ASTM C•>S. WOOD SHALL BE PIESSURE:fREATEO ` YELLOW SOUTHERN WITH AN 80 OFUS. SHALLB(9S THKIC. STEEL STUDS • TSO BE A MINIMUM GRADE 333 AND .Ow THICKINUM GAUGE). STRUCTURAL STEEL TO BE ATr rx rx.1�^MULUON * No. 66706 LEAST AW THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTENDAT LEAST 3 SCREW THREADS BEYOND THE MATERIAL AP.E. FL P.E.# 6STTT6 ■ Som euro Tam emm Bum • Reams 716ARA6ng. er I Tmpff o Rol r TiNYTdmg. Reafargelar Top f�R4 tt m Tmolkwq lx2x.878 � LOOMCox" Loft L-4t� L- tg t L-" mumon • 1 .•. . . • ... 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOOM. Dal No �+ SEB SHEETS 2.4 FOR GENERAL INSTALLMO14 METHODS. • . • . • • . . • . Teble 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR MOM DIMENSIONS. SEE SHEET81m t 111 ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS IM FIGURES SHOW SUGGESTED. APPROXIMATE LOCATIONS, III 3(r �{ LYNN /yj �i� 1[�,`f. HOLE Z7% cvommARthw . . ... . • . . ... B FIGURE C� SOCK UNIT (CNLI) 8HALI. CONFORM TO ASTM Com. WOOD SHALL SE PRES8URE•TREATED YEU.OW SOUTHERN PINE WITH AN SG OF 0.88. ALUMINUM SHALL BE 81183 -TS AND BE A MINIMUM OF .128' taloa 1ffitAi rrslow (eewi Mchot(�IPeBelre THICK. 37M STUDS TO BE A MINIMUM GRADE 33 AND.0W THICK (18 GAUG4 STRUCTLPAL STEEL TO BE AT � K A(� 6. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE �t6 ewuA�am ureoouaeaon enaea tuswar anaecot vice66 va e$sm me, � va•ssom emmm erased Awa unman Aber eclewKief 8mev eased smaxCae) . . • • • • . . . .. nt(w 9artmmelg��pa WA 9n ns) • •� ' •.,Ip6M • WA • Mine** 66228 Sots i0owo TluWaT g. Rea�tim mme 8028 1 188928 Loet�g Aeeafo8 tpaH68 l.oam6g motto TABLE Z NOTES a s'Rh Cha pwb • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOOM. Dal No �+ SEB SHEETS 2.4 FOR GENERAL INSTALLMO14 METHODS. ( tow I F 2) LINEAR INTERPOLATION BETWEEN KILL LENGTHS AND= OPENING WIDTHS 18 ALLOWABLE. � F1o66a Con Teble 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR MOM DIMENSIONS. SEE SHEET81m t 111 ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS IM FIGURES SHOW SUGGESTED. APPROXIMATE LOCATIONS, III 3(r �{ LYNN /yj �i� 1[�,`f. HOLE Z7% cvommARthw `�� 0� ,,1111..• . ANGLE CL MUST BE USED IN PAIRS.4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 3(N SPECIFICATIONS. HOLLOW AND 01w-FILLEDL •378° —T Homcm FIG URE 4.FIGURE B FIGURE C� SOCK UNIT (CNLI) 8HALI. CONFORM TO ASTM Com. WOOD SHALL SE PRES8URE•TREATED YEU.OW SOUTHERN PINE WITH AN SG OF 0.88. ALUMINUM SHALL BE 81183 -TS AND BE A MINIMUM OF .128' taloa 1ffitAi rrslow (eewi Mchot(�IPeBelre THICK. 37M STUDS TO BE A MINIMUM GRADE 33 AND.0W THICK (18 GAUG4 STRUCTLPAL STEEL TO BE AT � K A(� 6. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE �t6 ewuA�am ureoouaeaon enaea tuswar anaecot vice66 va e$sm me, � va•ssom emmm erased Awa unman Aber eclewKief 8mev eased smaxCae) e�wuanoetm r 2 W r avr 3.1w r ata' r 2-1r a alta r 0.40" sr tm6edmld$ 1w isrm' 1 11w r 1- 4 1- 4v4• 44W 4 4• r 11w 1 or me m9 MOft 420 WS nae 4A �1.19'Ua. QR /82M681(m Cup 4028 M88 WA WA WA WA mous m WA WA WA WA 66228 Sots i0owo v Anawe®r1An. QG. fM2l5AnMGlPfM3Y 78628 mme 8028 I=ft 188928 soma Gemma WA 76628 motto some 298628 88228 was tta0us 2AnCJeW 6a. WL 0LG./ oto IAB' Amo. (ftg 4): WA WA WA WA WA WA WA WA WA WA WA WA 71626 /tarep 26 nal 22526 a m6 u228s 26 1 m No We as 66+26 tl9 us 126 2A+mhaea tIT WA O.OJ F.MpM ._mos. 3026 WA A 28 WA WA WA WA WA I 42OMS I 5Wft NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN ANDANCHOR VALUES AS THE STANDARD CLIP. ANUrMN GAPAp(T AUJU%Tt6AHNT fVr AULA: ) X (ANCHOR CAP. ,, m,� =ANCHOR CAP.,,, MULLION CAP.,,,,o,. USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY RE�IItED' COR4iE8PONDIPK3 TORN ACTUAL PRESSURE REQ11tREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL Y83.D A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: FIGURE 2:TABLE NOTES a s'Rh Cha pwb • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOOM. Dal No �+ SEB SHEETS 2.4 FOR GENERAL INSTALLMO14 METHODS. ( tow I F 2) LINEAR INTERPOLATION BETWEEN KILL LENGTHS AND= OPENING WIDTHS 18 ALLOWABLE. � F1o66a Con 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR MOM DIMENSIONS. SEE SHEET81m t 111 ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS IM FIGURES SHOW SUGGESTED. APPROXIMATE LOCATIONS, III 3(r �{ LYNN /yj �i� 1[�,`f. HOLE `�� 0� ,,1111..• . ANGLE CL MUST BE USED IN PAIRS.4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 3(N SPECIFICATIONS. HOLLOW AND 01w-FILLEDL •378° —T ;' J FIG URE 4.FIGURE B FIGURE C� SOCK UNIT (CNLI) 8HALI. CONFORM TO ASTM Com. WOOD SHALL SE PRES8URE•TREATED YEU.OW SOUTHERN PINE WITH AN SG OF 0.88. ALUMINUM SHALL BE 81183 -TS AND BE A MINIMUM OF .128' iA ;' No. 88705 U X11 THICK. 37M STUDS TO BE A MINIMUM GRADE 33 AND.0W THICK (18 GAUG4 STRUCTLPAL STEEL TO BE AT � K A(� 6. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE 1• X 2• X 3T8•dB1Lt �N ? � r "�O�J t, LST i�j0 1J ;� rJi = a; A. li'%II$ UR, P.E. FL P.E9 699 dem coin nom 3o In ecm • 1:las: amtmata TrapR'iPm�. Rem�dm rte. m TROWN& rtwM for vardA lxuox Leo Low Lem tondo-• L"" J78' 1 fillif • A ••• • • • ••• A. •I • sac-,• mirg room rpIiwm z$TwRoa�m. Looft Left Lomtag Lo=go a cagy W�olllu AUWTIWI 3Wft*tlmnoan y4'EootatlaWn 3ftg'R.IaOW4= I W'Ebot ftM wv win... aw wr_�eaw wnuaw wu wew au awn NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN ANDANCHOR VAU 4 FIGURE F7 • . • U ANGLE CLIP MUST BElIBED IN PAIRS. FIGURE* FIGURE & FIGURE Q • 1111 0 E 0 VALUES ARE USED IN THE EXAMPLE ON SHEET M. w�unvn uesrewn � wuuua,m s�� r��uw: (DP—) X ! ANCHOR CAP. �. �,\ -ANCHOR CAP.- MIRIi�N CAP.,,,,,,K, USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YEW A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED 70 QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL I NSTAU ATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTH $ ANDNOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND fp XUON CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED. APPROX@M4TE HOLE LCCATiONB, 4) SUBSTRATES. CONCRETE SHALL CONFORM TO ACI $01 SPECIFICATIONS. HOLLOW AND GROUT•FILLED CONCRETE BLOCK UNIT (ChM SHAH CONFORM TO ASTM CAO WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH ANSGOFIX6&ALUMINUM SHALL BE i-TSAND SEAMINIMUM OF.12V THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND XW TUCK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST AW THICK AND A36. ALL ANCHORS INTO METAL SHAD. EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIA.. 1x ...�`tt1111111 f (�l� No. 58705StATSOF �$* A. Lym {VILLI , , F.E. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • In WldOtP I www - n (ror 1neein) • • • • acb IAB 7013 88ID I Oak • • ••13013 • . ....... 1 %278% >��' TSO.. R .... T7b6J7Ba00• TABLE 4A Fl• • • • • • ANGLE CLIP MUST SE USED IN PAIRS. FIGURE 4: FIGURE & Flam B: • tL_lI__=.J • • In WldOtP I www - n (ror 1neein) • • • • acb IAB 7013 88ID I Oak • • ••13013 • 12087 IW h, 186b 1 %278% >��' TSO.. R T7e681dan8. RB•au9fdel 1Te 01811.. T7b6J7Ba00• TAgYftlan0. Renta 7iap110&g, R Trate. ftow. at TtW alwa. 980AI7an I Lwft L L�'e CoaaNO Low L4ft Loaft Loeft t4a499 taaftw tom tuaft wwang uaft I4ft Luft Loft Simon h fill, 1111 •$}� • r1gg gg 4287 470.0 ON 11110 1 435 1TOA 744 590.0 470 MCI NO 178.0808 110.4 882 17021 61@170.0 1198 170.0 621 Mu IND t7DA 821 170.0 1488 978.4 621 168.7 170.4 821 18&8 t= 170.0 621 40 in 170.0 706 040 624 170.0 6.50 170.8 684 MO 922 I74A 830 170.0 1183 170.4 SM 1700 9278 170.0 877 004 HIT 170.0 ON W.? 1447 170.4 W 121.0 1417 170.0 880 1088 1411 170.4 680 SftWSk 17.4.0 747 170.0 BB3 t70.4 170..4 IOi 1700 tOk 1711.4 884 170.4 1186 170.4 7%i 9g16 1880 170.4 T47 146.3 t288 170.0 768 Y290 1288 170.4 766 164.6 9288 170.4 768 9{A 1288 178.4 786 BFb 970.9 787 1709 812 170.0 170.0 881 170.0 1116 i70A 186 IW.7 7150 170.4 1338 D 1709 W170.4 /99 1130 170.0 (RB 100.6 7t3D 170.4 881 W.1 11� 1789 861 T8.3 1180 170.0 681 BOOS 170.8 6W 170.0 701 14616 M t02.3 9811 OU 418 144A 748 1090 016 =3 733 814 918 128.9 728 W0 816 196.8 720 732 918 114.4 716 828 916 114.4 796 88.8 eta i14.4 716 64 iv 181.8 880 4819 778 128.6 830 198.4 894 1046 0.32 881 949 890 1122 BIB 80.4 690 1W 662 98.8 8W BBA ON 013 BSB 81.0' 648 642 E 84.9 818 47.4 tn0 94.4 8W Mb 132.i 787 mu w 1i.0 767 it" Me 70 106.9 824 82.6 787 06.9 614 75.4 767 89.1 = 88.0 7$7 942 00 634 W 940 593 472 787 762 681 414 767 782 681 72M =3 =I =A 662 KS 6'38 914 8W 7&7 638 mi w 810 834 722 5Z1 885 896 WA 814 60.0 838 82.3 = 4&4 618 02 600 36.3 6311 56.3 487 314 838 13.2 497 7881 888 671 00A 498 78.1 611 784 488 9.4 479 6tt 671 MO 471 464 671 668 404 432 671 SIA 450 WA 571 470 451 SW 671 44.8 447 270 VI 44.5 448 7813 808 60 534 474 OLT 642 708 466 67.1 542 82.1 468 600 50 607 449 44A 648 61.0 442 WA SO 478 437 319 50 41.0 429 208 6T2 468 425 264 542 40.1 426 80 B1 Ski 40 53.7 351 414 4W 454 366 372 407 39.8 3W 328 WI SSS 343 280 407 321 338 280 401 20A 334 2tJ 487 22.1 W 98A W7 20.1 SO 96.3 407 234 S10 tb0. We 338 M.1 32D 316 3811 372 3t4 38.7 988 28.8 304 29.8 858 26.1 3W 2fA 338 244 286 978 388 21.0 286 i38 182 281 15613 98.4 263 W.6 768 .9 M 268 251 2118 283 118.9 2q 10.7 261 184 8W 18.1 267 tea Iii to 274 287 282 242 23.1 � 2S8 238 19.8 III 188 231 NZE 15A 287 1188 ?M 112018 22A 729 22.3 209 t&3 729 184 203 164 278 AnOW Clp Pelene aiv cwo w• a� rwo art' E•o na' es'!" •w 5T rrs 3TeB] Biz 0 M9alr 3hIB°Ebo Wmaa3 114'EINt4tS003 ..�__ 3i2B'Ebot2tra0m 1169.b0 Uq�on .__.__._ ._._.___.._ _._._.-___.__.__ _. .Y. - , , � a � ,m i 7 , rvn i � re» I sw,m 1 va mo t aa,ma 1 NOTE. FOR THE OFF$ET CI0, USE THE SAME ANCHOR PATTERN ANDANCHOR VALUES A8 THS STANDARD CLIa. C�C RMED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. ANUnVn UWPJn/T FAA190100=1 9WKMfRRi (Dp-) X / ANCHOR CAP., w,,,,,\ .ANCHOR OAP.., MULLION CAP.,,,,,,,,,/ USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUI4EU CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FORTHE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TARE) OF THE 8ELEOM MULLION. IT WILL YEW AMI4NUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. _TABLE 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, 2) LINK INTERPOLATION BETWEEN MULL LENGTHS AND= OPENING WIDTHS IS ALLOWABLE. 3) MILLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS SEE SHEETS 18,. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18G7, FIGURES SHOW SUGGESTED. APPROXBAATE HOLE LOCATIONS. 4) SUBSTRATES; CONCRETE SHALT. CONFORM TO ACI 301 SPECIFICATIONS. MIAOW AND GROUT -FILLED CONCRETE BLOM UNIT (CMU) SHALL CORM TO ASTM C-60. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OP CLAM. ALUMINUM SHALL BE 6003 -TO AND BE AMINWUM OF .12V THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND AW THICK (18 GAUGE). STRUCTURAL STEEL TO SE AT LEAST.12r THICK AND A31L ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 63e wI6 Wa pkAde 11{1111 /1! _VyNN No. 68703 ,-0 i 6L A. LYI FL Fl• • e e ANGLE CLIP MUST SE USED IN PAIRS. FIGURE 4: FIGURE & Flam B: • tL_lI__=.J • • ANUnVn UWPJn/T FAA190100=1 9WKMfRRi (Dp-) X / ANCHOR CAP., w,,,,,\ .ANCHOR OAP.., MULLION CAP.,,,,,,,,,/ USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUI4EU CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FORTHE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TARE) OF THE 8ELEOM MULLION. IT WILL YEW AMI4NUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. _TABLE 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, 2) LINK INTERPOLATION BETWEEN MULL LENGTHS AND= OPENING WIDTHS IS ALLOWABLE. 3) MILLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS SEE SHEETS 18,. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18G7, FIGURES SHOW SUGGESTED. APPROXBAATE HOLE LOCATIONS. 4) SUBSTRATES; CONCRETE SHALT. CONFORM TO ACI 301 SPECIFICATIONS. MIAOW AND GROUT -FILLED CONCRETE BLOM UNIT (CMU) SHALL CORM TO ASTM C-60. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OP CLAM. ALUMINUM SHALL BE 6003 -TO AND BE AMINWUM OF .12V THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND AW THICK (18 GAUGE). STRUCTURAL STEEL TO SE AT LEAST.12r THICK AND A31L ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 63e wI6 Wa pkAde 11{1111 /1! _VyNN No. 68703 ,-0 i 6L A. LYI FL I TABLE SA 60In IWu1 70In b L tisa Trftw"4 I RmwratftTIO1^ x 5928" x LmBre L.-ftLoa9n® > Lm" Lo AW Aftim Ttft mull AnobaCNp ft*m . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 3.1 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DMIENSIONS, SEE SHEETS 180, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. . ....... .... Mohoriypa 111e' Uunom U4'MmUkam mane W-FIMUMam u+-eseiwwteeroo u+asema inowea Wawa. nx Lamm Aggo. 8oww(80 h,wnua wuwa,,, r +us�ua,pq�w � rvnauwi pp—)k KRONORCAP., �,1oANCHOROAP.— MII.LiON USE THIS FORMULA TOOSTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUILIMENT FOR THE OPENING, WHEN IT 18 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINMIUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADWO14AL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE. 0 TABLE NOTES: 10 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING, ANG1.E CLOP MUST BE USED IN PAIRS. FIGURE 4: some. FI B: ® LI L!_... 0 1 li 11 . lei h,wnua wuwa,,, r +us�ua,pq�w � rvnauwi pp—)k KRONORCAP., �,1oANCHOROAP.— MII.LiON USE THIS FORMULA TOOSTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUILIMENT FOR THE OPENING, WHEN IT 18 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINMIUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADWO14AL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE. all lae No. 68708 ��`•'� t I�t3 tui TE OF '• W: ��s�•• ,FCORLOP:.•�Gi�� ALL SYS14INONM AILN Bi§��,�P�E` FL P.E.ffi B870b H1.000'►t TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING, SEE SHEETS 2.4 FOR GENERAL. INSTALLATION! METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANIXOR OPENING WIDTHS 14 ALLOWABLE. 3.1 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DMIENSIONS, SEE SHEETS 180, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO Alp 301 SPECIFICATIONS. HOLLOW AND GROUT—FILED �• CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-00 WOOD SHALL BE PRESSURE TREATED -' YELLOW SOUTHERN PINE WITH AN SG OF 0.88. ALUMINUM SHALL BE 0063 -TS AND BE A MINIMUM OF.12W THICK. STEEL. STUDS TO BE AMINIMUM GRADE 33 AND .048 THICK (18 GAUGES STRUCTURAL STEEL TO 13E AT k 3.128' X 6"k+&lU LON X ArK�N} LEAST .128' THICK AND A36, ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (Y" VF THE MATERIAL. all lae No. 68708 ��`•'� t I�t3 tui TE OF '• W: ��s�•• ,FCORLOP:.•�Gi�� ALL SYS14INONM AILN Bi§��,�P�E` FL P.E.ffi B870b • • ••• • • ••• •. .. .. . . . .. .. AltoborCllpao Tole kdwclppabms t 1>ratmea24ir 6mDadn t o13f196a1 1-w FRmbfts tlt'tlmlAlroeen r 2 -Ur 1 1.3(4' • • ••• • • • • ••• ITABLE $A - Mt1IIw1 Table • • • • • • • - - • • 'i� .� Mm 00§1 Tern In ea in • • ••aBm • Remi d VWF TmMdenB• F-ungift TleaJat�3. ffi TaSpRdeng. 1x4x.128 Low L"ft L -ft L -ft L93ft L -ft L LoeQy L -ft Lead'+- Lo AhmTuft MuMan • 140E1 iMhl • Iter >� Wa•'n8 taedap LoaQr• toF TABLE 6B AltoborCllpao Tole kdwclppabms t 1>ratmea24ir 6mDadn t o13f196a1 1-w FRmbfts tlt'tlmlAlroeen r 2 -Ur 1 1.3(4' m cam. ane'F.lao I•+aom 344 r Swowt80eaon r 2.12' 1- i4W Haftow 1leftcuheoan r 212' 1-114' t -w I Fmee cmwu Fr m" fW880ao 81t8'47oe 1f4'88Eke the$Ied 0128W 012tte1 A83 t�LM- Aoe$ta ("ft -M M r 3.12' r 0.48' oe4' e.32r t-UY 1.114' r 1.318' 1SB' (Seems 2 d (W$ t m Bm 4a3a• i ro5 235 881 7 ®e 4N t Bs4A :2.2Saffil.0&.l tffiP 70004 bn0• M101Aa mom WA a80m3 W fab WA MMS WA Boum creme t�m5 8 ®1.18• j8WMWWpN4P 105 Ta& WA WA NA t4U1 _W9_4 WA WA WA WA WA 1304 ibe =oft 2wft 4AMbn@7Wn.0R.j M2Wt51nsCTp Eg 7 tW =VA WFA 1 0s NUft "—ft SO0s =Ms t46004 =MS IMM 23NIh =11O 8A @TI&.O&lM2taAr*o 1170105 1170@• t0208s 2mft 2344105 8oMms SWS• WA 1t4otOs 1406am 18201D5 3a6•S tMIMS 4/1ag 0,45 ab1.0.0. f, Nxal. ¢�. WA WA WA WW-- WA WA WA WA WA WA t,A WA MINA l>m Apo 2, 0.41 310 ks 280Ib6 478 WA PSA 1501a we 01S Oteywoos 4Aeo0asG . 0.4/F 480105 TOOPoa GTA WA WA WA 3wws WA WA WA WA 70A e52tlS Rle 1 " NOTA FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIo. AI umm NAI'AIAI T Awma I aaa I rumm15LAI (DP-) X ANCHOR OAP. m...1 -ANCHOR CAP._ MttL1.tON cAP.,�„i USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESS REQUIRIMIEAT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD AMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACI TYTABLE. -• tow � 8.* o lO uu cmamT�, FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 8: TABLE NOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE • • • • • • • • • • • • 1LttItlJlf SHEETS 2 FOR GENERAL INSTALLATION METHODS TABLES AND SHEET 22 FOR INFORMATION ON LOAIXNG SEE ��QN.( • • • • ® • • • • 0 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS E ALLOWABLE 4.tm0' Z # . No. 0870 0 8 '• # 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 1&20. HOLE$ V FIGURE 8: FIGURES: FIGURE 7: TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-M. FIGURES SHOW 7 ar • • • • SUGGESTED, APPROXIMATE HOLE LOCATIONS. '0 : 3 4J • • • • 4) SUBSTRATE$ COINCIMM SHALL CONFORM TO AC 301 SPECIFICATO . HDLLOW ANO MWIff-".LED 1� '�O ST • • 4X)PiCiE'TE BLOCK UNIT (CMU} SHALL CONFORM TO ASTM Gam. WOOD tryiALt BE PRESSURE -TREATED YELLOW `Cs ANGLE CLIP (FIGURE$ 888) roat$T � U8E0 N PA0t8. SOUTHERN PINE WITH AN SG OF 0.1f& ALUMINUM SMALL BE O83 -TB AND BE AMSIMUM OF.12r THICK. STEEL _T'�. S�ONALLL�� `• STUDS TO BE A MINIMUM GLADE 33 AND .045' THICK (18 GAUGE} STRUCTURAL $TEEL TO BE AT LEAST .128' THICK r X 4' X.12 V A LYPGSIt'AILtLrrt, P E AND Aft ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERW. ldlJlltQN FL P.E $68106 • • ••• • • • ••• •• •• • • • •• as • • • • RWW"Wter TRVTSmg1. . RmbraSar I Tmpift14 Reotat U*nTws 1 Tom, L�0 Loading Loam1• Lautm L4aog L"ft L.oaft Ing Loa4N6 nw-ng. 1 L4aft Luft Lm" 7teplTdmm, Tm4J7dmlg. 8. Loaft L"ft L� Lwft Lam AIIw1.Tubo An6horCepeodyTabte(ft) I11 •. s ' . • • 114"Etwtnmm fig I 1 1111 11 1[ 11 11 1111 11 . ....... 1 MA 1260 170.0 821 1 1p8 0 1709 1738 170.0 1 621 1170.0 1084 170.0 MI 48TH .... IWA 1417 1 1709 1700 170.0 880 170.0 1983 1709 880 1618 M24 170.0 880 I TA91t r TA TABLE 78 Pdum=ga Table • • • Op811fn11 WIdtl1(ror 11991-6) 0.1 t tlylpaAlirG•nMS•ns) • 060 8D In Be fn 7310 80th Bola 0410 ••400N f20ta • 140N win 1x42.376 RWW"Wter TRVTSmg1. . RmbraSar I Tmpift14 Reotat U*nTws 1 Tom, L�0 Loading Loam1• Lautm L4aog L"ft L.oaft Ing Loa4N6 nw-ng. 1 L4aft Luft Lm" 7teplTdmm, Tm4J7dmlg. 8. Loaft L"ft L� Lwft Lam AIIw1.Tubo An6horCepeodyTabte(ft) I11 a 11 IN fill, I h a' s ' '11 1 11 1 a a I 23k CWM* aWBw VAM09 114"Etwtnmm fig I 1 1111 11 1[ 11 11 1111 11 4210 IMO 820 170.0 4M ITOA 744 170.0 .470 170A 888 I 1789 808 170.0 W 17091 819 IMO 1118 170.0 821 1 MA 1260 170.0 821 1 1p8 0 1709 1738 170.0 1 621 1170.0 1084 170.0 MI 48TH 1709 108 170.0 624 INA 684 1709 bat MA 922 170.0 BW 170.0 1/71 1709 OBI 1709 12M IMQ 077 IWA 1417 1 1709 1700 170.0 880 170.0 1983 1709 880 1618 M24 170.0 880 ft=fn 1709 747 1709 BM Me 896 JIM 8M 1170 1048 17x0 844 1709 1105 170.0 723 170.0 1345 170.0 747170.0 1464 1709 768 1709 1793 170.0 7tA 168.0 1919 170.0 7M 138.8 1819 1709 769 8410 170.0 787 170.0 in 770.0 968 1709 s91170.0 1118 1709 784 1709 1276 t7" BOR 1709 1474 170.0 837 1709 iM4 170.0 M IMA 1789 IMO 661 137.1 1799 170.0 861 120.0 1768 1709 881 8010 t7A0 BBS f70A 701 1709 1083 170.0 787 IMA 1240 t7&0 879 170.0 1417 170.0 MA IMA 1864 /709 088 1889 18t0 170.0 t033 129A 1618 170.0 t= 111.0 We M.0 1083 972 1819 176.0 ton 63 in 17x0 830 170.0 745 170.0 1118 1704 50 170.0 1M2 t70A 860 170.9 9488 tMO 1648 16&7 1642 7709 We 141.0 11172 1709 1122 117.6 160 1889 It$$ 1007 1648 167.9 1967 88.1 ISO 187.9 it87 BBN f7&0 074 1709 789 17&0 1189 179.0 Set 170,0 1381 170.0 I= iM.B 1472 170.0 1086 1428 1472 188.8 1148 1288 1472 1869 9130 107.1 147E 1479 tfM 919 1472 140.0147 /104 80.3 2 1M.0 1104 7210 I7&0 LOBS 1709 W8 17&9 12M 17&0 1008 MA 1320 t68S 1101 1320 I= 149.9 M 117.3 1320 t37.0 1068 tWA 13M 1289 tM WO IWO 117A f024 7&4 t0Q IVA 1013 60.0 1e 112A 1012 7810 17&0 1122 1709 937 148.6 1186 1894 1013 126.2 1184 1399 994 1422 1184 12&7 WB 89.7 ito4 118.3 964 AS 1184 1078 682 749 1181 97A 966 84.1 1184 e&I 971 6&1 1101 823 826 7810 188.1 It24 Me 987 138.4 1124 1474 084 1t8A 1124 IMS; 8R 1018 1124 1188 931 093 1124 IOU 910 84.0 1124 888 848 M.2 1124 We 00 693 IM 848 081 618 IVA 832 WS 5010 10&1 844 1118 786 00.1 1144 04.3 738 772 848 82.1 721 67.0 844 73.3 712 Wt BM M8 784 64.0 884 81.4 603 46.0 SMO 80.2 We 38.8 044 80.0 6M BAD 844 477 869 9610 M.1 742 918 883 743 742 17.2 842 899 742 84.2 811 84.1 742 809 831 49.8 742 64t 022 44.6 742 49.8 814 07.I 742 43.0 See $18 742 Me BBO 278 742 57.6 OB{ Weta BOA 888 619 NO 07.1 688 WA 821 497 SM 4SB 613 WA 888 41A 608 949 6M 37.3 488 31.3 1108 342 492 2&1 888 29A 461 223 668 289 472 19.6 880 247 466 11110 AA 86S MS 403 489 US 499 40S 4L2 BM 429 484 38.0 M 38.0 400 32.0 884 343 473 2&6 885 51.8 484 24.0 688 27.1 487 20A 6S6 243 440 189 688 224 442 1201, 439 478 4&4 433 389 476 SU 428 32A 476 937 470 288 476 289 414 24.3 470 20.8 409 218 475 24.5 404 19.0 418 21.7 356 t8.6 as t0.7 387 14.3 475 fl2 381 14410 284 710 297 384 Me 330 224 Mt 189 Wo 19.6 W 18.8 3R1 179 = 08 M01be TABLE 78 An6horCepeodyTabte(ft) Aka4mr A/dN70t(21pP 23k CWM* aWBw VAM09 114"Etwtnmm sfrmeo1&eam 114'QmllAeeml 1w as ASR 4x111 16m 8N8•ago tW 68 EW Witted 612 8128160.1 Wm- AMOGOW 0-(" IS-(" B�v(68) up commumm @e 1 pftlar r 10.14' aur talo" r 1-3 a -us [on 1• 1•iW 2-w 144 r 1-114• atm 1.114' r 114' e-iw Ba r r 1 a4V 1.318' aw 4aB air �aotaa) 4Andm•®28B't9at3Q a# td 679 7MFM 70009 1 216 41008 68 M AAA -W-ft 0e NIA BW08 1 167 ABMxreQ1. / ft A A A f>0d� 4B048m 224008 E 08 M01be 17Mem 109 M HOW M820 IMP* 23B40s SUMS 040189 1mr4o 8ABeTm18tS6 WmQ.Wt2jWAt1�0 p'S. 1178@0. 117008 1171168 25008 28441836102'• 84908 NA t%Otl4t 1404M 192008 35020 848108 � Iab IBM04 4 Art4mp NA WA VA W WA 1,!A WA m tw as 2RMhae Qat � 7M 06 470 2189 Ora 44009 Oon 6• 4d9 BM 4910.9 i. aat , 7M OTA PTA WA &a KA NTA BWme 148 Ha00a (DR -IX -) DR -I Xt "• ) IANCH(W CAP., MULLIOAI USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPAOTY WHM MAY BE USED 70 QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TAME. -'•) 1.062` r-• -«j tow r - IF NOTE: FOR THE OFFSET CLIP, USE THE SAMS ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2 FIGURE 3: FIGURE 4: FIGURE 8 FIGURETABLE KM it m tre • • • • • • • • • • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. ♦ • • • • • • • ♦ • 2) LINEAR INTERPOLATION ftTWEEN MULL MMM ANDI OR OPENING WIDTHS G /W.OWABIE w ` �� •';10ENSg �i� 3) MULLION AND MULLION C!JP6 SHOWN ARE NOT TO SCALE, FOR EXAM DIMENSIONS. SEE 4.01X' 4.i1 W SHEETS 18.26, HOLES TO BE i RU ED iN THE FIELD POLLOWWO DIMENSIONAL RESTRICTIONS * 100.68706 FIGURE 6: RGURE & FlGURE 7: SHOWN ON SHEETS 18.26. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • 4) SUBSTRATES: CONCRETE SMALL CONFORM TO ACi 301 SPECIFICATIONS. HOLLOW AND 2AES2 /3 W` • • • • GROUP -FILLED CONCRETE MOCK UNIT (CMU) SWILL CONFORM TO ASTM C410. WOOD SHALL BE i O ' PRESSURE -TREATED YELLOW SOUTHERN PINE WITH /W �1 OF 0.6& ALUMWUM SMALL � FCORiOa. • • OM3 -T6 AND BE A MINIMUM OF .128" THICK. STEEL. STUDS TO BE A MNMMUM GRADE 33 AND.04r -9776' 37G i1� %,•..... ANGLE MIP (FIGURES 688) MUST BE USED IN PAIR. THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .12V THICK AND A36. ALL ANCHORS 1•X4' X.878" t r X 4'X376' �� 4 L�� INTO METAL SHALL EXTEND AT LEAST 3 SCREW THRUM BEYOND THE MATERIAL, 'T• -muu CN MULUON A. I[*A;IMLD* P.E. FL P.E.# 88768 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... TABLE 8A Mumm Capaft Tam amalt . • • • • • • • • �itLit9 W �' gym) or A1106orC Table ) 601- Bol" 7061 Soto 00& • . 100h • of • loin • • 14013 1601. 1.26" x RedwWw I MWntMTmoll etm. Rodsoloft I Toprohng. Tmpmt nO. I 2. 164' 83 iw 033" one, fto N4 norm 8056ed Mow me" unmoor AMM"v SoMON) ftwt" ft wOM 3. r 4AIr 0.324370edr!>M6 ham• Its Toomm 3.188".4 lm&* L4a•14 t -Am Loaft tooft LWAR9 Loaft Lovft Loam* LWAV LBodtO tom. L9aJ.9 L6a8eg Lwft coaft LO3t@4 1.114' I fill, 11 1 1 a I I h h I 1.918'(6e31.t64I4. 600.6 421. 170.0 GWI M01 436 170.0 744 170.4 1 478 170.0 686 170.0 SOS 170.0 888 tyU Ste MA site IRA 621 AIA t!0 Rm d1 180.0 14JA14.•.0 em 170.0 1756 I= 621 151.4 NW 170.0 621 4810 170.0 708 170.0 624 170.0 860 178.0 684 170.0 W MO 890 1780 1133 170.0 S81 170.0 t2M IRA W7 670.0 56/7 170.0 RD 164.6 00 170.4 8W 132.7 160 IRA M 10.1 1868 770.02i 56.�s13 170.4 747 IMA Wa IRA eN IMA 831 IRA 1068 170.0 144 170.4 11% IM 729 170.4 1348 156.4 747 1W.0 14M 178.4 768 19&2 1456 170A 788 118.3 14M IM.O 769 104.4 1408 170.0 788 . 6013 170.0 7W 170.4 812 170.4 866 17Dk 886 IRA 1116 1740 766 1R9 1278 170.4 an i"E&I 1378 1709 837 1489 137a 170.0 868 1223 1378 IMA 861 104.8 IWB IRA 861 OL? IW8 170.4 561 Mm 178.4 806 17U RI 1760 I= IRA 767 1562 108 OU 8M 136.4 108 te7A 030 IZLS 1156 166.8 610 I= 1185 180.4 812 872 1168 1449 ON 79A 1168 144A 803 WA 1156 144A 056 6313 170.0 830 1704 746 180.1 106) 170.4 660 197.2 1561 1682 GM 120;1 1561 148.0 S0 i0s.7 1561 132.3 e37 am 1661 128.7 030 80.1 1561 1t" an 882 1061 1t0.1 eat 80.0 1561 110.1 826 184 567.1 887 170.4 788 1383 887 1812 80S 118.{ 134.0 780 tK4 07 1219 777 622 087 1122 787 83.8 ON 106.8 M8 W.8 887 10" 760 e9a 861' as 756 682 w 869 746 7210 120.7 004 156.8 ON 1074 W4 1%2 684 012 404 101.9 Wf WA 806 SIA 656 7/A W4 841 See 864 $04 789 on 63.e W{ 729 893 4" SD6 eel 8M 48.2 564 p.6 M 7866 1004 M 114.4 60 BL2 722 W.2 80 78.2 722 66.3 806 SSA 722 78.7 568 60.8 722 56.8 888 66.7 M 889 660 46.6 771 88.6 656 56.1 rid 56.P 6W 94.2 722 682 6B4 7860 101.2 886 MA 856 844 66 60,8 566 729 40 569 W7 899 888 70.6 NO 882 886 848 SO 60.8 60 661 60 42.2 868 64.9 613 36.2 868 61.4 697 319 656 50.7 656 0061 56.8 618 BOA 4W 642 856 O7b 448 47.1 816 %1 441 412 616 447 R4 38.8 S48 40.0 429 392 40 37A 422 27.8 816 3&1 413 23A 818 30.6 4W 209 518 20.1 404 0056 64.3 46:33 56.6 404 46.9 483 47.1 3W 98.8 {83 412 381 332 483 30.4 386 302 463 392 370 272 469 302 974 22.8 469 289 308 t&4 03 20.3 314 172 463 22.8 568 1081. 08.1 8S0 302 ffi9 319 30 928 318 27.2 356 28.4 313 709 368 262 988 21.2 356 W 304 161 856 20.8 560 16.9 560 t8A 203 11110 38.1 � 36A 908 56.3 338 311 30) Zs.l 330 2LI XI 722 336 232 793 IDA � 202 289 172 336 18.1 286 1206 77.6 200 28.3 284 232 214 US 260 1O9 no 20.8 20 17.4 280 t62 563 IBA 780 18.4 240 14413 161 201 168 i8B TABLE 8B A1106orC Table ) Atg8 rom AaGg7CIPPa6 m wwfto ma mo iA}° Qw lBlrwott r 9M Coco. www" 1 Imm 911(PRlw tvia .l>Q6wo 2. 164' 83 iw 033" one, fto N4 norm 8056ed Mow me" unmoor AMM"v SoMON) ftwt" ft wOM 3. r 4AIr 0.324370edr!>M6 7NFA 1-ar r t•1!P 1• 1• 1.114' t 1.918'(6e31.t64I4. 600.6 ft4 amrt43.Q.4/ t24p�2.WA WA 3e6m6 NIA WA WA erdm3 tw216 31;18800m us PYA 23 mmo 88086 0o e* 163 t u WA Not WA WA WA WA WA 14321AgdwfF<Qp 256®6 44889 Wft 138 1 m6 177 370 676 67s WPM21D292B02Ano0w9 18'6880. / ft67A NIA WA WA 1 89 WA WA WA WA t1IA Qs 42016s 6WIL6 NOTE FOR THE OFFSET CLIP, USE THE SAAR ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. E2• 0UL I ;Kum 19• ANGLE • . CUP WAIST AE USED IN PAI•. FIGURE 4: FIGURE 5. FIGURES. • • TABLE NOTE_: `'AP."°•""'� n ANCHOR CAP., TO OBTAIN THE A *IOR OPENING, WHEN IT IS LOWER THAN THE MULiION CAPACt1Y (FROM THE TAKE) OF THE SELECTED MULLION. R WI L YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE. 1) SEE SHEET 1 FOR INSTRUCTION_ ON USING THE TABLES AND SHEET 22 FOR INFORMATON ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANLHOR OPINING WIDTH_ 6MUNABLE 3) MULLION AND MULLION CLIPS SHCWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMEN3ONAL RESTRICTi INS SHOWN ON SHEETS 18-21L FIGURE_ BMW SUGGESTED. APPROWMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SMALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AMID GROUT -FILLED CONCRETE K= UNIT AM SHALL OMMW TO ASTM C -ft WOOD SMALL. BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM _HALL BE Wl)6T6 AND BE A MINIMUM CF .12V THiCK STEEL STUDS TO BEA MINLMUM GRADE 33 AND 048= THICK (18 GAUGE). STRUCTURAL. STEEL TO BEAT LEAST AW THICKAND Aft ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SLIM THREADS BEYOND THE MATERIAL.. Im 12! A LW FL BA LiWRw1 T86l9 • s • • • • • rnwncc ollow" l Per 1101Rw13) O7Dpmwo He Of (ft ) • • • • Solo BOm Tom !Am Som MWm • 0 912010 • • 14010 I90m TABLE NOTES: Reaiaoeatm tit 4wWillm•. Reams TwN01®•. tier TmW81•g. ert0ubar T LoW7 T T•WOdm•. Rao>anOiBar TreWid•rg 2X411.26 IAffin9 tmft Lwft Load'&♦ L4a3re L -ft toaft Lovft Low taft Lmft toar6rg • • • • • • • • • • 4210 IMO = 404 430 ROA 744 Q0A I 476 170.0 810 f70A 600 1170.0 983 170.0 810 170.0 life Me 621 tM 1245 ASA 69 17000 170.0 1796 170.0 621 170.0 testi 170.0 Gm 4610 170.0 708 1704 624 IMG 80 IMO 554 IMO 955 170.0 830 1"A 1133 1Me 881 f70.0 1276 Inc 807 170.0 1417 17.00 880 itRM680 1700 4 170.0 1083 IMO ON 170:0 2287 Me W ..80.8'2810 400 741 M.01 663 8.0 699 17 170.0 031- /704 1048 170.0 804 170.0 1155 1 170.0 723 170.0 1346 170.0 747 170.0 1494 I70A Age 170.0 1703 9700 708 170A 2082 170.0 755 170.0 2991 170.0 7M 6410 404 797 170.0 GO 40.0 = 170.0 551 170.0 1118 1740 784 MO I= 170.0 80.3 170.0 1434 440 037 170.0 t594 170.0 068 170.0 1913 1700 est 170.0 2231 40.0 881 170.0 2550 470.6 861 61m 404 886 170.8 Iw 170.0 1088 170.0 747 f7mo 440 170.8m IMO 1417 1700 944 170.0 114 400 W I= I? It 1700 f033 170.0M25 1704 100.1 170.0 2.079 IMA 1063 t6M 2880 170A IM 83 10 • • ••• • • • • ••• BA A1Wot CRP P69M AndwyAwl 3/18 m*tmmm I tw Ebott adoOwa www-vw .w-wmw sw weer vrawea n�wew ,o,.� 3ft8'Bo•IAGveoO 174'fl0011�40m .__.,..__ ..,..___ ._��._ ..__.._.,... ..�........__........ CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. (DP_)X(MULLIONCAPR -> -ANCHOR CAP.- USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENM WHEN IT M UWAR THAN THE WA LION CAPACITY (FROM THE TAME) OF THE SELECTED MULLION, R WILL YIELD AMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACt7YTASLE. LiWRw1 T86l9 • s • • • • • rnwncc ollow" l Per 1101Rw13) O7Dpmwo He Of (ft ) • • • • Solo BOm Tom !Am Som MWm • 0 912010 • • 14010 I90m TABLE NOTES: Reaiaoeatm tit 4wWillm•. Reams TwN01®•. tier TmW81•g. ert0ubar T LoW7 T T•WOdm•. Rao>anOiBar TreWid•rg 2X411.26 IAffin9 tmft Lwft Load'&♦ L4a3re L -ft toaft Lovft Low taft Lmft toar6rg 1.8.010 Loa&w L -ft loa4mg 11 11 11 11 11 11 1 11 11 11 11 11 If 11 11 11 if I I 11�11111 I i N 111 11 '.1 11 1 4210 IMO = 404 430 ROA 744 Q0A I 476 170.0 810 f70A 600 1170.0 983 170.0 810 170.0 life Me 621 tM 1245 ASA 69 17000 170.0 1796 170.0 621 170.0 testi 170.0 Gm 4610 170.0 708 1704 624 IMG 80 IMO 554 IMO 955 170.0 830 1"A 1133 1Me 881 f70.0 1276 Inc 807 170.0 1417 17.00 880 itRM680 1700 4 170.0 1083 IMO ON 170:0 2287 Me W ..80.8'2810 400 741 M.01 663 8.0 699 17 170.0 031- /704 1048 170.0 804 170.0 1155 1 170.0 723 170.0 1346 170.0 747 170.0 1494 I70A Age 170.0 1703 9700 708 170A 2082 170.0 755 170.0 2991 170.0 7M 6410 404 797 170.0 GO 40.0 = 170.0 551 170.0 1118 1740 784 MO I= 170.0 80.3 170.0 1434 440 037 170.0 t594 170.0 068 170.0 1913 1700 est 170.0 2231 40.0 881 170.0 2550 470.6 861 61m 404 886 170.8 Iw 170.0 1088 170.0 747 f7mo 440 170.8m IMO 1417 1700 944 170.0 114 400 W I= I? It 1700 f033 170.0M25 1704 100.1 170.0 2.079 IMA 1063 t6M 2880 170A IM 83 10 40.0 938 1700 748 t70.0 itis 170.0 M 1700 4302 170.0 we 170.0 1455 f70,0 104 170.0 1073 1700 1078 170.0 1863 170.0 HIM 40.0 2231 178.0 1169 1807 2663 1700 1171 14&9 2553 170.0 fill 66 In 170.0 074 170.0 7M 1100 1155 170.0 909 1700 1904 170.0 IML 178.0 1558 170.0 1088 Me IM 470.0 /155 170.0 1946 t704 we 1700 2338 1700 '0118 t61.9 2437 170.0 12M 1829 2487 VU 1280 Tim 400 IBM 404 878 1700 1276 170.0 1007 TM 14$ROA 1928 Me 1780 1700 1228 40.0 1913 170.0 1313 MO 2176 170.0 1381 1469 2184 INA IM 124.8 2181 170.0 1629 108.2 2184 170.0 I= No 170.0 142 170.0 937 1708 1819 1700 low ROA 1870 170.0 12.55 1704 1704 170.0 1322 186.1 1055 170.0 t4201 1464 1880 MO 1608 1298 1060 tete 'M 100.1 tes0 161.0 1686 as t550 1627 tool 7910 1700 1161 MA 967 1700 1381 170.0 1118 IMQ 1811 I70A 1260 170A 1842 1708 1369 IW 1881 IMO 1474 194 1881 183.1 1606 114.6 1801 147.3 1473 98.2 IM 139.8 1401 SU 1891 1378 1464 0010 170.0 4328 170.0 f144 148.1 t= IWO 1219 127.0 t= 1394 ties 1118 1399 121.3 Itle 90.4 I= 1102 1162 848 1598 101.8 1147 748 1398 69A rig 834 1388 es.7 1106 554 ties 78.8 1096 solo 147.4 199 181.8 1098 IMM 1228 IVA 1010 108.9 1229 1112 1061 M 1 !9 1044 914 tows 898 1029 73.7 1229 82.4 1010 61.4 ON 72.2 893 55.7 1729 864 Ori 401 1220 82.1 1107 IOBm 103.0 971 1868 OTT 80A 971 89.0552 744 On 172 848 067 971 88.4 837 878 971 MA 826 013 971 804 M W 971 494 708 3F.0971 44.0 792 MA 971 404 771 flim 80.4 919 073 8ffi 198 819 618 84 55.1 918 70.8 556 829 764 63.0M 55.7 784 47.7 019 518 774 32.7 918 44.8 789 94.1 019 402 742 2941 010 97A 732 12003 76.8 707 793 710 CdA 789 943706 63.8 780 55.8 955 47.2 789 40.4 Des 414 755 44.4 an37.7 755 49,6 gas 313 755 348 863 am 755 31.41m 234 1 788 12L41 031 15510 417 648 442 8& 504 -;Wl 374 4es 312 840 1311 491 27.3 618 282 480 24.3 048 55.3 479 Me 848 213 474 102 548 19A 484 18.8 616 172 455 1171 818 1 108 1 455 A1Wot CRP P69M AndwyAwl 3/18 m*tmmm I tw Ebott adoOwa www-vw .w-wmw sw weer vrawea n�wew ,o,.� 3ft8'Bo•IAGveoO 174'fl0011�40m .__.,..__ ..,..___ ._��._ ..__.._.,... ..�........__........ CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. (DP_)X(MULLIONCAPR -> -ANCHOR CAP.- USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENM WHEN IT M UWAR THAN THE WA LION CAPACITY (FROM THE TAME) OF THE SELECTED MULLION, R WILL YIELD AMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACt7YTASLE. rnwncc nwnaa rn7vncv: TABLE NOTES: 2.000" ��""• t 11111 Jd� • 0 1) SEE SHEET, FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADIiG. SEE SHEETS 2.4 FOR317 INSTALLATION�., GENERALINSTALLATIONMETHODS. u �` . . . . FIDE BC FIGURE &2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJO4OPENING WIDTHS 18 ALLOWABLE, 4A D0' N0.58706 • • • • • • . • • • 3) MULLION AND MULLION CLiPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIOIA SEE SHEETS 18.20. HOLES TO BE DRILLED iN �Ftt1E►�D FOLLOWING DPMEN8IQNAL RESTRICTIONS SHOWN ON SHEETS 18-20 FIGURES SHOW SUGGESTED, APPROXIMATE HOLE FIGURE T, FIGURES: t u STA FIGURES. F-71 • • • •• FIGURE • 0• 10GROUT-FILLED ♦ ANGLE CLIP4) (FIwRes 6&6) MUBiEE11 D SUBSTRATES. CONCRETE SHALL CONFORM TO ACI S018PEC�ICATlQldB. HOLLOW t+ICRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C•S0. WOOD SHALL 8E PRESSURE -TREATED YELLOW SOUTHERN PINE WITHAN 36 OF 0.66. ALUMINUM SHALL BE 6083 -TS AND ISEAMINIMUMOP.12VTHICKSTEELSTUDSTO89AMINIMUMGRACE33AND.047THICK(18 rXrX26'MtAUON i "(OR1gP ' ��,SS C1� �i�d�Ottj�y�J.jILIF3"" IN PAIRS. GAUGE). STRUCTURAL STEEL TO BE AT LEAST ,12V THICK AND AX ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A LYN MILLER P,fi. • • • • • TFgiEA1J3 BEYOND THE kM/ITERfAL RL P.E4 WM • • ••• • • • ••• • • • • • • • • • • ILE 10A AhM Tube _m -ft. (1$IlII1i 4Il!€II�I�I l�I�[I11I�i !1 I'll 1111111 I'll I,, l�li�lf� #i!l�� NJI11111,111 llI�t11 lIII i€I#1 AmhwC1P Peftm ARGRGIR GAPAGITT AUJWTM•RT r URMYLA: ) X LLO.0,,—) =ANCHOR CAP., USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING 70 AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWERTHAN THE MUWON CAPACITY (FROM THE TABLE) OF THE SELECTED MULLKK IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTASLE 1x ravuP. U'pFo CIA 1YA ECPA CPA WN CPA CPN ;An A IpA WA NA PPA INiIW WWW NO .L�r V 8 tdm.o. akae. A IAA WA a an M3 I asRa 47om• 7gte• aA 7 m• m• •a I1Wm• 3mms m9 ma Amt400I.7Y 0.Q! k moms 7was 6s 7288 msWA WA 4MIte r8i4 5ums NA HGA 9n bumf .'�` TAS1.E NOTES: Isf�il DaN• F[OIIR@ l: FM=2: RI3IRNE;k FISURE41 FIGIM 73: FKAW S F1C:URE 10: FKNIM H1: 1) SEE SHEET I FOR INSTRUCTIONS ON USING TNM TABLES AND SHEET 22 FOR 34FORMATION ON • • • • • • LOADING. SEE VESTS 2-4 FOR GENERAL INSTALLATION METHOD 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANLkOR OPBMNG WIDTHS M ALLOWABLE. • • • • • • S.t100' � � t '•. yti • • • • • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR E%ACT DIMENSIONS, SEE SHEETS _ NO. 18.20. HOLES TO SS DRI. -ED IN THE FELD FOLLOWING OIMENSXNM RESTRICTIONS SHOWN ON FIDORE e: FX9=8: F7WRE 7: SHEETS 18.20. RMM SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS.o • • o • • e • • ANM qI+ 90 SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATNOINS. HHDLLOW AND GROUT4 LLMO wafi 3 CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -W. WOOD SHALL BE PRESSURE -TREATED • • • s • • • • • • • • 0MUST SE -n IN YELLOW SOUTHERN PINE WITH AN SG OF 0.66. AL.UMI UM SHALL BE QTS AND BE A MINIMUM OF .126• USED THICK. STEEL STUDS TO SE A MINIMUM GRADE 33 AND AW THICK (1S GAUGE). STRUCTURAL STEEL TO paglg BEAT LEAST.128•' THICK AND AX ALL ANCHOR$ITOMETAL SHALL. EXTENDATLEAST 3SCREW yX(rX2r A. LYNN NWLLER.P.E. THREADS BEYOND THE MATERIAL. MULLION F9. P.Ej Wm AnohorCopulty Table ) A1ldtorCfpPetlems 8,DCop. cm -pTWwd mow Andw WIVEwoUtwo V4`EIooUMmM wtrmo 2t16'EtaoMmm tWEtw LVsaom� u4•Se Elco HwON tK es—am He Steel S12MOd lmaeao A toc Mm o AwaWw Sa[ex(cit9 emene e12ffit1 Swaet(M Edge 2.12' I• 2• 31J8• h 2A7 1` 212• Y 1W1S 2' 9. tl84` 1 9214' 12/4' 1.8(4' -tM' 1-U4 tfP 1- 1-11P 1- 2' 4 ! 1 Ibe B�®e (e�note4 0a TABLE RTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SBE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. PKil1RE 1: 2) LOBAR INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDTHS E ALLOWABLE. 3) MULLION AND MULLION GIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 10.20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18 2m FIGURES, SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. ANGLE CUP MM BE USED IN PARS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECiFiCATION.4. HOLLOW AND GRWT-FpJ.ED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -W. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.88. ALUMINUM SHALL BE 64 HITS AND BE A MINIMUM OF .128' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.048` THICK (18 GAUGE}. STRUCTURAL. STEEL TO BE AT LEAST .12V THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL %f#UnVA WWPA"J T ^m" w mum 1 rummuLPu MHR.(DP)X ON=.= )=ANCHORCAP— USE THIS FORMULA TO OBTAIN THE"ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY LTE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. p ' N. 88708' i (U ►sp STA S?�NAG;`,•``• A. LYNN MILLER, P.E. FL P.EA 58705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . Anter 3Ns'EEt0411 •f U4'QaoWraaa o1oft0 2I48'BCOLAhaaM 1/4'Q¢oUlatOgl UTssfto GIWEW wasme Mew a mal a12mm I f (� scoot MQ ftwM r 2.1 118" 2-0PP 1 2.45' 2' r 0.aw 88L 1 1 t4k' 4 7 1.1 1 -UI` ii -v I4w i -1w 2' 14aP 4418" eaerrNe Brs 9 On Mrs I 4AneRors4>;8.SL�.O.a/ 2t8Aaglal (R& T80fff8 More T80ffi8 48i0 2428me 8400a mu . ....... BBBOm 7.9BdPos K216& eloms 44�es Baa01mt8 2.TY!&a.aa/ 2KBi�at2iga .... 2240 FA tt r- VIA aem eo In 178 to 801n I 80N -b.;• ftealaft LeplBteRt. Resta ft 'hLoftg. 1@ot 3.2E" 30 _ __ �� 4I"oa8 Leed1� I'Itom u�a L�mre Ltd LoaaM9 Los•eg 40IMMAL 1 L� :i1�T W srw'7 ARGROK GAFAfi1TT ASIANTINH C FGRMLA: (up—) X / ANCINOR CAP. a a„\ IIANCHOR CAP.- MUtt10iV USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIM' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPHNWG, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE FIGURE 1: ANtt CAPACRYTABLE. �L,6ya,B wuo,wrw,w TAKE I sundfus ANo i) SEE SHEET 1 FOR INSTRUCTIONS ON U&NG THE TABLES ANDSHEET 22 FOR INFORMATION ON LOA11m. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 2 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 41441 t I t Ill 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR RJ6ACT DIMENSIONS, SEE SHEETS 10.20. '12' mcpunw ! • s e F{OI,EB TO BE DRILLED IN THE FIELD FOLLOWIX3 DIMEN810N1d. RESTRICTIONS SHOWN OA1 SHEETS 180, �, '� � yiCF�1.SE' `•',, �i„ FIGURES SHOW SUGGESTED, APPROXEAATE HOLE LOCATIONS 4) SUBSTRATES: CONCRETE SHAU. CONFORM TO ACI 301 SPECIFICATIONS. HOLLOWANND GROUT -FILLED 3 _ N0. SST05 FIGURE 3 CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C 90. WOOD SHALL BE PREMURE-TREATED • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE 8081•T6 AND BE AMIIiMUM OF .12b' THICK. STETS. STUDS TO BE A MINIMUM GRADE 33 AND .046' THICK (16 GAUGE. STRUCTURAL STEEL TO BEAT 30' BAY • e THE T .1 MATERIAL AND Ate. ALL ANCHORS INTO METAL SHALL EXTEND AT LEM 3 SCREW THREADS BEYOND MSN ��/Q��S SUT OZOR ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PARS. �'� S�dfdA44E�:�`• A. LYNN �t1 LER, P.E. FL P.E.# 58M A4roha►Ca Tttbt•0w) fa K, ttopa• Fmwcmu prybm um AadarCl(pPagmre 2 Anter 3Ns'EEt0411 •f U4'QaoWraaa o1oft0 2I48'BCOLAhaaM 1/4'Q¢oUlatOgl UTssfto GIWEW wasme Mew a mal a12mm I f (� scoot MQ ftwM r 2.1 118" 2-0PP 1 2.45' 2' r 0.aw 88L 1 1 t4k' 4 7 1.1 1 -UI` ii -v I4w i -1w 2' 14aP 4418" eaerrNe Brs 9 On Mrs I 4AneRors4>;8.SL�.O.a/ 2t8Aaglal (R& T80fff8 More T80ffi8 48i0 2428me 8400a mu 54442008 898f9s BBBOm 7.9BdPos K216& eloms 44�es Baa01mt8 2.TY!&a.aa/ 2KBi�at2iga 41 ms 4 Wto 2240 FA ms t8A 860ma t.VA it ee WA tslafns eTBtb 1280au 1 Ib ARGROK GAFAfi1TT ASIANTINH C FGRMLA: (up—) X / ANCINOR CAP. a a„\ IIANCHOR CAP.- MUtt10iV USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIM' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPHNWG, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE FIGURE 1: ANtt CAPACRYTABLE. �L,6ya,B wuo,wrw,w TAKE I sundfus ANo i) SEE SHEET 1 FOR INSTRUCTIONS ON U&NG THE TABLES ANDSHEET 22 FOR INFORMATION ON LOA11m. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 2 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 41441 t I t Ill 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR RJ6ACT DIMENSIONS, SEE SHEETS 10.20. '12' mcpunw ! • s e F{OI,EB TO BE DRILLED IN THE FIELD FOLLOWIX3 DIMEN810N1d. RESTRICTIONS SHOWN OA1 SHEETS 180, �, '� � yiCF�1.SE' `•',, �i„ FIGURES SHOW SUGGESTED, APPROXEAATE HOLE LOCATIONS 4) SUBSTRATES: CONCRETE SHAU. CONFORM TO ACI 301 SPECIFICATIONS. HOLLOWANND GROUT -FILLED 3 _ N0. SST05 FIGURE 3 CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C 90. WOOD SHALL BE PREMURE-TREATED • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE 8081•T6 AND BE AMIIiMUM OF .12b' THICK. STETS. STUDS TO BE A MINIMUM GRADE 33 AND .046' THICK (16 GAUGE. STRUCTURAL STEEL TO BEAT 30' BAY • e THE T .1 MATERIAL AND Ate. ALL ANCHORS INTO METAL SHALL EXTEND AT LEM 3 SCREW THREADS BEYOND MSN ��/Q��S SUT OZOR ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PARS. �'� S�dfdA44E�:�`• A. LYNN �t1 LER, P.E. FL P.E.# 58M . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . TABLE 13B FIGURE is AtuhwC"aclyT" ) TABLE NOTES: • 1) SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR WFORMATIO N ON LOADING. Af P>dfBftMi SEE 81 E 2-4 FOR GENERAL INSTAUdATION METHODS. FKRIIE & SAk CML • • • • Homemu FEW= PTVPood lNt$H$O bC� ffite•13va b4.•OOBaa #10V N29ted i1R Steel Aeepet :yte'pB011tre0p9 114•Ekell tm X11 S/[8•t7e0t!l�Rt fN't9sOtl Alter, •1 Affe Saw(" ft=(%) ft=(M E4Ip MtM i• 1 sbr sur r 2 -Ur 1• sur r 34w r CAO' Q 4w- 1 1 13W t 1 9WN r 1-ur t -1w -/J4' 9_,W Mm 1•b r 1318• 1318' (ee rAb4 �r I 2r8Agg81uyem 9Arts3mr$@g86 mm YELLOW SOUTHERN PINE WITH AN 80 OF 0.88. ALUMINUM $HALL BE 8089 -TS AND HE A MINIMUM OFAV me >Dz on noms 5F� �IQA •s is ME , 8d a24a. m$ ris 4 RR/O An8e 04p$0T9 TBOIbs mms mft itd m 26i8S• 81018$ wra 0 bs iIAs Bre >ba tmQ/9 eAROM QzTramM061 248 MUS I 1=18 I Mbs 12MM 228418$ ft 04018s 1 tmA f8S1Rs WA 9Y8 ids$ imb FIGURE is TABLE NOTES: • 1) SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR WFORMATIO N ON LOADING. SEE 81 E 2-4 FOR GENERAL INSTAUdATION METHODS. FKRIIE & 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING W®THS ISALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS. SEE SHEETS 18-x. • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DINENSIOM RESTRICTIONS SHOWN ON SHEETS 18-M FIGURES SHOW SUGGESTED APPROXIMATE BOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI SM SPECIFICATIONS HOLLOW AND GROUT FILLED FIGURE 3: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -M WOOD SHALL BE PRESSURE -TREATED • • • • YELLOW SOUTHERN PINE WITH AN 80 OF 0.88. ALUMINUM $HALL BE 8089 -TS AND HE A MINIMUM OFAV THICK. STEEL STUDS TO BE A MINIMUM GRAM 33 AN13 AW THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST -12r THICK AND A38 ALL ANCHOR$ INTO METAL $HALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • • THE MATERIA(.. ANGLE CLIP (FIGURES 13) MUST BE USED IN PAIRS. Rmunrin uArAw IT Auuw1wmU l rgjfumLjm (DP ) X / AR9CtiQR CAP. �,,,� -ANCHOR CAP.— USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WALL YIELD AMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE dw "111 ' No. 88705ST E ' * 1 i11o��. F(ORIOp.•��N�� A. LY�`I1ILll�R P E FL P.E.# 68708 j 1.0o° t -- ITUT HERE &126' y GATE% 1 r-CRE STANDARD CLIP CENTER OF ANCHOR ROLE MUST LIE TOPY" vvnm THE DASHED BOUNDARY. SEE MEETS 6.17 FOR THE ANCHOR O.C. MIN. .376- I MBV. MIN. ------------ � ---'--- B I C j I I I 1 1 OPF8ETCL� 126` 6W3•TBALUM. TOFMW 11-d.p� 6083-76 ALUM. UMrORALLrXjAW NE ¢ TOPVmW i I U." SMS-78ALUAL TOPYIEW .338° MK iff X RNA am W TOPWIEWI BITER OF ANCHOR WOLE MIST I . . ... . . . ... .... O 243M . ...... 5 86S114M W1110V1 . . . . . . . . . . . SM 6M48M OW14M i 8 7M 2X5 ANGLE SM42M S1SM SOWTOAUAL '' i 6, lzr z SM41M SBS61SM . . ... . . . . ... TALI C Q 6083-T8 ALUM. TOPVIEW CENTFJR OF AW" ROLE MUST LIE WITHIN THE DASHED B011NDARY. SIR: SHEETS 8.17 PORTHE ANCHOR O.C.OISTANCE &MMUMAINCHOR HOLE DIAMETERS ANCHOR DIAMETER+ Ut6'. Mull Dlmenslon {sheet 9) muman Pee farts Std. CUP ot{eetOUp U -alp lAngleCUP 1-X2°X.126"(6) 68808 S8S113M SW111SM O 243M WSSIINI ,: 5 86S114M W1110V1 868244M 6S012M 1° X2.78" X.376" (7) SM7 MULLION. 66VAN ALUIL ALUM.6003-TO 6003 -TO SM 6M48M OW14M i 8 7M 2X5 ANGLE SM42M S1SM SOWTOAUAL '' i 6, lzr z TALI C Q 6083-T8 ALUM. TOPVIEW CENTFJR OF AW" ROLE MUST LIE WITHIN THE DASHED B011NDARY. SIR: SHEETS 8.17 PORTHE ANCHOR O.C.OISTANCE &MMUMAINCHOR HOLE DIAMETERS ANCHOR DIAMETER+ Ut6'. Mull Dlmenslon {sheet 9) muman Pee farts Std. CUP ot{eetOUp U -alp lAngleCUP 1-X2°X.126"(6) 68808 S8S113M SW111SM O 243M WSSIINI 1" X2° X.376" (0) ON= 86S114M W1110V1 868244M 6S012M 1° X2.78" X.376" (7) SM7 588116M SW1120M 66VAN OWN 1"X2.76°X.W(8) SM 86S178M W1121M 6M48M OW14M r X3.126° XAV (9) 8 7M SSS1116M 6661114M SM42M S1SM 1.28 X3.188 X.2W (12) 6OB41M 6651117M SSS1113M SM41M SBS61SM 1.28° X 211° X.128° (16j 65070 NTA WA WA SM17M ANCHOR DIAMETER + Wr. TARLF A Din"nelon Value (In) A 1.828 for mullion. X.128 Akm*un Tube MUDfat B 2.654 C 0.888 D 0.740 A 1.120 1" X2" X.3761 .Vumk lan Tube Muuwn B 2.404 C 0.0.18 D 0.40 A 1.878 1"X2.76°X .376 AWmbm TWO MUMM s 3.W0 C 0.767 D 1.118 E .41D MIM 2.76' X Aw Alumimen TWO MUDlon B 3.OW G 0.418 D 0.0.38 A 2.oW 1° X3.128 X `W ABen TUGe MUD B 2.37 C 0.653 D 1.137 A 2826 1.26° X 3.188° X.2W AIS M Tubb MUD B 3.262 O 0.862 D 1.782 A 1.813 1.28 X2.11° .121• AhI1U Tube MuU NO -M% 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMEMIONAIL, RESTRICTIONS GMW ON THIS SHEET. 2) SEE SHEETS 6-17 FOR SUGGESTED, APPROXIMATE ME LOCATiON3 8 ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATKW ME,THCDS, �ltttt Itt»►'� ' O SureoF" , 1011AL.IE�� A. LYPIY Iia tn, P.E. FL REA 65708 2 w -j I•—.NT-i . . ... . . . ... .... . ...... X83 888112M BB2M . . . . . . . . . . . 2.430 `7" Mu HM F 2.813 W Bali Mull F 2.876 46' Bay Mull . . ... . . . . ... • 749• . • • • . • ,988' F • � � • � 1.,A• • • • I I .128' 2.828' 2.011W I Z12V 2.000• • • •• ••• •• .126' CAW STANDARD" .128" • • u ->r& • • • • • • • • • ZM ANGIR OLF 6089-T8 ALUM. 80631" ALm 6003-T8 mm g7g x SEcnoN x BECTwN X.8PCTION rxa•xa76' � gyp. OUTHE 91�'--CREAlEE�.SEE 8TO 000' 3 , MHi DErA6. F SHEST4 I e r --------i t r-------� CENTERS r---------------------ANmmHm � .9%F 1 t I t MUST LIENAT'HIN It1 W j! THECASKED t It 1 I F BOUNDARY. SEE 2.878"'R ---4.--- SHEMS-17 FOR i I 1 1 1 THEANCHOR O.O. ; - - - - - - - -' I t I I I F I DISTANCEMAXIMUM I 1 ANCHORHOLE 1 1 I I I I 1 DIAMETER;AKINM t t DIAMETER+1N6.. t'----------WANGLECIP 3-76 ALUIL Z=`7 OFANCHORHOLEMUSTUE 6OWTSTANDAUM -TSAL-Cup zzvvnm TER OF ANCHOR HOLE MUST UE8l10TQP>hEW 3•T6ALWM BOB+T6ALWMt� DASHED BOUNDARY. SEE TDPVIEW f' THE DASHED BOUNDARY. SEE SHEETS 6A7 FOR TIISANCHORO.O. SHEETS 6.17 FOR TNEANCHORO.C. �DISTANCE, MAXIMUM ANCHOR HOLE I DISTANCE. MMMUM ANCHOR HOLE Dll lER AMCHORDIAMETER+IIW. DIAMETER ANCHOR DIAMETER 41111$'. --► I .378' r--- ---� I r--------+ 1 I 1 2.2 W { I I� i 9U)00• 1 I i H I 1 1 I i 1 OFFSETOLIP .126• t GM3-MALUM. TOPVm PIOTES rte' 'e 1) HOLES TO BE dtILLED Id THE FIELD FOLLOWING DI ENSONAI. RESTRICTIONS GNEN ON THIS SHEET. 2) SEE SHEETS 6.17 FOR SUGGESTED, APAROXMTE Hd.E LOCATIONS. 3) SEE SHEETS 2.4 FOR GENERAL lWrALIATTON METHODS. TARt F n Dimension Valu. (In) For MuN(o c F 3.687 1'XCX.126' G 1.000 Alundnum Tube 1-X4"X 378'7 (11) X83 888112M BB2M F 3.107 1'X4' X.376' G 0.767 Akwilo m Tube & H 2.430 `7" Mu HM F 2.813 W Bali Mull F 2.876 46' Bay Mull MW Dimension (16't0etll) f-X4'x.128'(10) PGT Part 6 89304 GMIIM 60IM Mullion BNi. CNp OTWAWA p Angle dip 8888ISM f-X4"X.376'(11) 60010 W12M O2M SWISM 1-X4"X 378'7 (11) X83 888112M BB2M 868S19M 30Degree (10) 00049 WA 8886146 Doom (17) 60060 WA 0686111M IA! °otiIIurIIIII .,�` ��•' 41(''EN`4g'• 'moi � ' No. 68708 c !O i ,!ONAL 11110, A. LYNN MILLER, P.E. FL P.E.# 68708 TABLE E MBd i-------- --- -- -------- Mull Mmendon POT Pert# r (eHeet Mini►*" Std, CUP U•dlp AnBto COUP 128' 2"X4° X.28" (q) Seem m281M 0=71M H8tifi112M t � I 2' XB' X.2b° (14) 88804 868282M 888272(y► 8888113M SiANDARDCLiP 2000• l 80�TBALUkL NO't£s: x sECTM 1) HOLES TO BE DRUM IN THE FIELD FOLLMM 1 .12F OVAENSIONAL RESTPICTIONS GPA N ON THIS SHEET. 2) SEE $HEFTS 8.17 FOR SUGMTED. APPROXIMATE HOLE LOCATIONS. 3) SEI: SHEETS 2-4 FOR OENERAI.►NSTALLATION METHODS. t --2=7--j .376•-, MIN. Q- ssoo^ 3b CUTHERETO CREATE I F- P' .375 i SHEETS MBd i-------- --- -- -------- i 1 l t � I 1 , I L_ BTAHDARDCLP CEM'EROFANCHORHCIEMUSTLE 8083&TBALUM. YATHINTHEDASHEDBOUNDW.SEE TOMEW SHEETS 817 FOR THE ANCHOR O.C. DISTANCE MA)MAUM ANCHOR HOLE DIAMETER. ANCHOR DIAMETER +VW. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . .378' _ 1 \i1PA1C ri ut 'I �- SEB DETAIL F, 376' MIN. r-SHEfl44 FMW. I 1 I I 1 2^XWX.PS' 1 "I= 888MALUM. i 1 x -SECTION _1 L_ STANDARD CLIP SW3-TSALUM TOP VM SHEETS r-1IFORTHEANCHOR O.C. DIAMETER + IASI, P' �8 MINI MIN, f---------------------( 1 , 476 i WN. A.WCENTER OF ANCHORHOLE MUST LE M4346ALUFL ANGLE CUP iTHINTHEDASHMSOUNOARY.SEE TOPVEW SHEETS 8.17 FOR THE ANCHOR O.C. DISTANOE. MAMMANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ V18`. '---------------- 5.4 W --------- 6.4W = ------ 6.4 0 1 I 1 1 1 i 1 i L ---------------- MANGL6CUP 8083 -TB ALUM. TOPVEW 1x LYNA/`�i77i j '\ �1'��' VCENS�c'''•��ii * ' No. 80706 ' STA 0 A.64WiECO P.E. FL P.E.# 66706 EXAMPLE 1: $MGM VERTICAL MULLION NOANCHM INHEAD THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES, THE WINDOW FRAME DEPTH IS 24W. THE OPENING REQUIRES ADESIGN PRESSURE OF 4M.01.304 PSR 1) INITIALLY ASMASNO THAT A T' WIDE MULLION IS SUITABLE,THE MULMON LENOTH L4 72' AFD THBUOPE IN0 WD114IS $W+32+1- -W. REFERENCING MEET 22• IHE COLUMN US4NG �Sg� --- RECTANGULAR LOADING IAUST BE USED. SCAN THE MULLION TABLEOFOR A MUtUOJ THN ISAT LEAST THEVMWWF&4) E DEPTH OF 244 AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+gp•0/.8p p PSF. IF THE TABLE DOES NOT SHOWSHE Ste! Rkf T NIXT MRSER SINE AV •AMASIE. �+ FEN fIaR >FE7 FROME TABLE 3A. SHEET 7, THE I' X 233 X Mr MULLION (LENGTH --QlPF TH d'W?h TS SHE DEPOPI C HOWEVER THE DESIGN PRF +J IRE ISSU PSF AND WOULD n pRppULyg STs APPRD! SUITABLE NOTFORTHSAPPLCATION# FROM TABLE 4A, SHEETS, THE 1"X 2.76' X"MULLION (LENGTH - 72', OPENING WIDTH - 707 HASADESIGN PRESSURE OF 0-72.7 PSP WHICH EXCEEDS THE REQUIREMENTS FOR THE d OPENING AND MAYBE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY rArED OF 838 LB& MULUON LEN07H n/ • • • • • • • • • • • • 2) USE TABLE 46 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND %NPE`nE R m T;sOTH THE STANDARD CLIP WRH (4)S12 ANCHORS NO THE 2X6 AMA CLIPS WITH 012 At�tiOR8 HAVE A CAPACITY OF 840 B� ST CLIP IS TOIDSPAU- N (4) LBS. THO110A EASIER t1W1 1U sff `� 3) VERIFY 7Tff DE81tiPI PRESSURE OF THE FENESTRATION PRODUCTS USIEi WITFiTHIB N Sif93T1iMM. � I�DYr�ueadON PRESSURE. � MULLIONS OR F9NE&TRAT[ON PRODUCTS, WILL Y BHEHTs APPLY TO THE OVERALL ABLY. FINAI DESIGN PRESStHtE REQlIRE3 THAT THE FDTH THE kNLIJON A1�THE FO E87RAYM PRODUCT BE INSTALLED IN ACCORDANCE WITH THE y MSTAL A710M SPECIFIOATHM INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. HOAHOHORB W WRIDOWSLti IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +-WA FS. THE OVERALL MULLION SYSTEM WAS DETOt MED TO BE 72.7 PSF WRH AN ANCHOR CAPACITY OF 836 LBS ALTERNATIVELY. THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE SEEN USED TO CALCULATE THE AICHOR CAPACITY REQURED FOR THE EXACT DESIGN PREMIRE OF W PSF: M - --i (SDP$nx(-gz624.9LB8 (MAYBE USED TO QUALI=Y010 STEEL SCREWS FROM TABLE 48) 7� THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CRETE HEADER AND SIL, THE WINDOW MAME DEPTH IS 21w. TFff OPENING REQUM A DESIGN PRESSURE OF+WAPHLO PSIP. r C4 FCR THE VERTiCALMI ,110N: 1) INITIALLY ASSUMING THAT AI'WIDE 84ULLION18SUITABLE, THE KILLIONLENGTH 18S'L'07Y+1" 0V AND THE CP9NINOWIDTH 1836430E+1"s73°.REFERENCING SHEET M THE MUM USLNO MOT"" LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR AMULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-W AND WLL EXAMPLE 2; MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESHONPRESSURE OF *MAI MO PSF. IF THE TABLE DOES NOT SHOW THE EXACT STLE. U89 THE NEXT LARGER SIZE AVAHLAIHLE FROM TABLE 3A, SHEET 7, THE I'X 2.78' X.376' MULLION (LENGTH - IM.OPENINO WIDTH - en MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PREEN IS +1-1&1 PSF S2Q N AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. d FROM TABLE 8A. SHEET 13, THE 2' X C X.21` MULLION TH a 108". OPENING WIDTH = (IENG 807HAS A DESIGN PRESSURE OF PSF EXCEEDS THE REQUIREltl1ENT'S '4 C so FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 871 LBS. 8f DETARA treFIFBFFIAT10A7 8+1Etf3 BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2' TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH S 36 +�+2'm74". NOT 73' AS PREVIOUSLY -a PRODUCTS ASSUME). VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY. THE NOW WIDTHS MAY BE REDUCED TO MAINTAIN THE 73' DIMENSION �1A2+38.91R'+2'-737. 1 ' r - 2) USE TABLE OB TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FORTHE CONCRETE 9U88TRATE.IN THIS EXAMPLE, ASSUME THE POURED VERICALP I CONCRETE HEADER AND SILL ARE 8' WDE. IF THE MULLION CUP NRRE TO BE CENTERED WITHIN THE V. CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE - mum ` std 8� USING THE STANDARD CLIP WITH (0) 3H8' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2.1/2'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREAIMAAD LEIXaTH 6 IKLTAH.O, DSTALiL THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 871 LBS. 0 OHEM 24 8HW3 FOR THE HDB70NTAL MULLIONS; HE(E9iT FOR BECAUSE THE VERTICAL MULL WILL SE A 2"X 4' X 280' MULLION. IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MUJ.IONS. ALTERNATIVEL_Y,A10THER MULLION TYPE COLA.D BE CHOSEN. DIIOT RBVLD oaatPly�wNhdre!%Nda %/� 1)THE MULLION LENGTH 18 WAND THE OPENING HEIGHT S 32'+72'+2" -108'. REPERENCNO SHEET 22. THE COLUMN USING TRAPEZOWJJFRIANGULAR LOADINGMAY BE Iul&ItdB Code �:RdO USED. FROM TABLE 0A. SHEET 13, THE 2" X 4" X 25V MULLION (Q LENGTH - 42'. OPENING HEIGHT -1207 HASA DESIGN PRESSURE OF 4M70.0 P8F WHICH EXCEEDS THE es No REQVRI MENTS FOR THE OPENING AND MAY 13E USED IN THS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 8.21 LBS. SEE - 2) USE TACE 08 TO FIND TTff ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE. ASSUME THE CMU JAMBS ARE 8` � WIDE. IF THE MULLION CLP WERE TO BE CENTERED WITHIN THE 8', CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. USING THE 9X6 ANGLE CIPS WITH (4)3M8`ULTRACONANCHORS ATANEDGE DISTANCE OFI'GNE8ANANCHOR CAPACITY OF 60LOSWHICH18GREATER.APDTHEREFORE=TAB.E,FORTHEREQUI ED ANCHOR CAPACITY OF GML8S `�� ,. •. /( ��i y U.Eott+t1l� �HL� �� 4) FOR THE U -CLIP IN THE HORIZONTAL MULLION 7T) VERTICAL MULLION, USE THE SAAffi ANCHOR CAPACITY OF 821463. TABLE 08 FOR THE U-OLP SHOWS THE ANCHOR`� CAPACITY IS 1074 LBS WENN USING 3 ANCHORS, WHICH IS OREATBR, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 IS& THE No. 85708 oPENM WOTH FOR VERROAI UTA t ANCHOR TYPE 19 A092 STEEL SCREW. % FROM THE ABOVE STEPS, OUR MULLION DESIGN Ply S:- +1.84.7 PSF FROM THE VERTICAL Mfi1LI M O 1.5tea: %�:'. +-170.0 PSF FROM THE 38' HORIZONTAL MULLION ATTAa4WTOCNUL O 0-170.0 PSF FROM THE 38' HORIZONTAL MULLION ATTAC INOTO THE VERTICAL MULLION MOMEOTX94 �( THE LOWEST DESIGN PRESSURE IS 4W7 PSF AND WOULD APPLY TOALL OF THE MULL10N3. ii � • ORLCI:. •' \ �� S�ON�L%��,`` VERIFY THE DESIGN PRESSURE OF Tiff FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM, THE LOWER DESIGN PRESSURE, OF MAILLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINN. DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A. LYNN MILLER, P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES APDPENESTRATION PRODUCTS TO MILLION. FL P.E.A 56706 LaWD m OF VER nft 1"Um WLL (WW as P=ANt iMM LOADING OR VERnm MULLION ML OF WINDOWS NOT ANCHORED • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• i�l • � J� �l l�_��ll.i�l LOADING M vEencAl. MULLION WITH NCTINO Ho>�oNSAL MULLIa LOADING OF HmovaAL MULLION WITH Hk fEfwem NG VBR7Imf&% JON LOADING OF HOWZwa mum= LOADNG OF YERI'�Al NAH.UBN � - LOADiMOIVHOWZ=&MUU" -n . .s. s< . �• .r . 11 Mood f Slum, j70 ol �/ �I� - _!F 'o 'POO, I MIAMI -RADE MIAMI DADECOUNTY,FLORiDA 9 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SNV 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 31$-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) W►,W.MiaMfd&de'ff0X1gCM= PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in area other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW 701/ 720/ 820" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. MD -720-M0, titled "Series Fixed Window Installation Guidelines' ; sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami --Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami - Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product: TERMINATION of this NOA will occur after the expiration date or if there has been a revIlLoAg; change in the materials, use, and/or manufacture of the product or process. Misuse of thIs NA4 as aft endorsement of any product, for sales, advertising or any other purposes shall automatically terMindc thisNOA. Failure '. to comply with any section of this NOA shall be cause for termination and removal oMA. • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade. County, Xilortda, aA • • • foliowed by the expiration date may be displayed in advertising literature. If &ry portion of the INOA is: • • • displayed, then it shall be done in its entirety. 86:60: • • • • • • • • • INSPECTION: A co of this entire NOA shall be • . • • • • • its • • • • • copy provided to the user by6 �manufactjtner ar • • distributors and shall be available for inspection at the job site at the request of thg Bulling Official. 6000:9 This NOA revises and renews NOA No. 11-1110.15 and consists of this page:l and evidemi pages E * 1 • • • and E-2, as well as approval document mentioned above. • • • • • • • The submitted documentation was reviewed by Jaime D. Gascon, P. E. • • • NOA No. 13-002.03 Expiration Date: February 19, 20I9 `' Approval Date: July18, 2013 Page 1 PGT Industries ]NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. 2. Drawing No. MD -720-820, titled "Series Fixed Window Installation Cnudelines7, sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on; 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL--7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3835 and FTL--3850, dated -07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Subtrtitted under previous NOA No. 03-1105. 01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by manufacture, dated 04/29/13, signed and sealed by Anthony L. Miller, P. E. 0000.. 0000.. 2. Glazing complies with ASTM E1300-09 ' ' 0000.. 0000.. 0 D. QUALITY ASSURANCE """ 1. Miami -Dade Department of Regulatory and Economic Resou jgZER� ... 0000 E-1 00.00. 0000 0000 0000 0000.. 0000.. . 0000.. .0000. 0.000 0 0000. ...... . 0000.. � 0000 0000. Jaime D. Gasco P. E. Product Control Section Supervisor NOA No. 13-0502.03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 PGT Industries .NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129-27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont .Butacitee PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas@ Interlayer" dated 08/25/11, expiring on 01/14/17. 3. TREMCO Part No. TR -14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property—Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 ib/ in. F. STATEMENTS I. Statement letter of conformance, complying with FBC 2010, issued by manufacture, dated 04/29/13, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacture, dated 04/29/13, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P. E. 4. Proposal issued by Product Control, dated 07/26/12, signed by Janne D. Gascon, P. E. 5. Laboratory compliance letter for Test Reports No.'s FTL-3835 and FTI -3850, dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 11-1110.15, issued to PGT Industries for them OeAes -PV;-.... 701 Aluminum Fixed Window - L.M.I." approved on 4107* and expiring on 02/19/14. " " ...... . ...... .... .... . . .... .... ..... ...... .... ..... .... .... ...... Jaime D. Gascon, P. -S. Product Control Section Supervisor NOA No. 13.0502.03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 E-2 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . GENERAL NOTES: SERIES 72W= T&LG ACT RATN% • IMPACT -RESISTANT FIXED WINDOW • •tom• •R�tEotaR aaMau• 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO • . 8 • COMPLY WITH THE REQUIREMENTS OF THE FLORIDA • • • • • • • - BUILDMG CODE. IKCLUDMG THE HIGH VELOCITY HURRICANE ZONE PNH4 40' TIP -TO -TIP WIDTH 4r BUCKWIDTH .. • • .. . • • • • 4r SUCK WMK 48' SUCI(WI I PBODUCTRmawaD 2) SHU77M ARC NOT RE4IlM WHEN USED M 44-114' VISIBLE WIND• ORNEDEBRISREGIONS.FORM ULATEDGLASS LIGHTWIDTH LIGHTWDTH INSTALLATKM ABOVE 31T IN THE HVHZ, 7HE OUTBOARD -► r MAK B,SH 7 • • • �•2'M �� fr MAXLTTE(WLP)MUSTTEIVERED. tdeFtmtda S Aar 3) FQR MASONRY APPLICATIOM IN IAMMIMMOE 1XM1141 I, • • • • • • USE ONLY MW O-DAOE COUNTY APPROVED MASKNdRY I I � ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS ' 9t1 Vw ucl WERE SOUTHERN PIKE. ASTM CIDCONCRET'EMASONRY UNITSADCONCRETENRHMM.KSIPERANCHORTYPE 4)Au WOOD BUgt8 LESS THRN 1-t12' THLCK ARE To 6E A A O a QTS or SHE4ET7 j Henn I C E,SHEET& I F SHEET �T7 w a3HMS a EETO CONSIDERED IX M3TALLATIOW IX WOODBUKMARE --- r — 1— --- r — — �- ��OH7 93-114* OPTIONAL IF UNIT 13 INSTALLED DIRECTLY TO SU?&4iRATE. 92-1W 1--- VISIBLE y� WOWSUCKSDEPICTED AS 2X ARE 1•I/8'THIq(0R (GREATER 1XAND2XSUCKB(WF�NUSED)31WU � DESIGNED TO PROPERLY TRlU�FER LOADS TO �' VISIBLE 2°M1AK OC I LIGHT 0.0. FIE1L8T1 Tf — 63•U4' j LIGHT I VISIBLE S'MAX LIGHT OC. NEIQIR� THE f STRUCTURE. WOOD BUCK DESIGN AND WSTALLATION 19 j / ( / T I 1 THE RESPONSIBILITY OF THE ENGINEER. (EOR) OR e&' I .� � ARCHITECT OF RECORD. (AO j T TIP j I HEIGHT a e3) ANCHOR EMBEDMENT TO SASE MATERIAL �11.L tD BEYOND WALL DRESS&4TiOR 81UCCA. USE ANCHORS OF I� N h SUfFtODtOTEMBEbhfEPT1.NARROWMNTSEINANTLSUSED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION I I p N ANDS SHOULD BE SEALED. OVERALL. I Z li Z 3EALINGIFLA&iMO STRATEGY FOR WATER RESISTANCE OF INSTALLATTON SHALL BE DONE SYOTHERS AND IS BEYOND o. B ►j �- Ir MAX D C. T MAK MAX `-►D ►) )+ 121 1X.06 F & r MAK H. SHEET O !A U X - THE SCOPE OF THESE LPLSIRUCTKM gam& SHEET 7 W MAX D.C. z O O a &) MAX I!4• SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION TYP. FLANGED FRAME TYP. EQUAL -LEO FRAME TYP. FIN FRAME ELEVATION UNIn UNIT) GD on, Y �- a O.L. O WHERE THE PRODUCT I3 NOT FLUSH TO THE SUBSTRATE. ELEVATION (TESTED UNIT) ELEVA7�N (TESTED NESTED Z v USE SHIMS CAPABLE OF TRANSFERRING REPLIED LOADS BIKN(S, BY079iERS, MIDT sE r SUFFICIENTLY ANOPIORID TO REST LOADS tI01P03ED ON THEM BY THE WINDOW 12' O.C. (RfDE TO BFfgETSe MAX, SHAPES AS SHOWN BELOIVOR SIMILAR. MAY BE USED BY LNSCFMNGTM SHAPE M A= AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SM FROMTHE TABLES ON SHEETS M. atl ?)DESmPREBSUm A NEGATIVE DHSIGPI 1OA06 SASED ON STRUGITJRALICYCLE tGENERtO NOTE& „ M. 1 ELEVATIONS.........,....»„..„..„.... 1 � ANCHOR SPACMG TO RE e - MAX. FROM CORtWM AND 12'= MATT. FOR ALL CUWM FRAME Ate. SEE FIGURE 1, THI$ SHEET. q� P- TEST PRESSURE, FRAME ANALYSIS APD GLASS PERASTM GLAZING DETAB$. .. .. 24 E130M B. POSITIVE DESIGN LOADS BASED ON WATERIEST PRESSURE. STRUCTURAUCYCLB TEST PRF.68UfM FRAME ANALYSIS AND GLASS FER ASTM EIMO-ft THE APIOLLORAGE METHODS DESIGN PRESSURES—. 12” (= INSTALLATION, FLANGE»........ & MAX / INSTALLATION, ECRM -LEG_..... 7 �TALLATION, INT. FIN A.. -.w 8MSTALLAASSE INT. FIPI B.,......... S8) I` J WIDTH— �i }� VVIDTii -r{ F+-- W1DTfi- ►j I WIDTH +�{ - - � T , F r C--)-,Ij SHOYVN HAVE BEEN CORNERRZTBEMBI.Y.«.`dDESIGMI)TORESITTHEWMDLOADSCORREBPOWING TO THE REQUIRED DESIGN PRESSURE, THE 33-W% STRESS EXTRUSIONPROFsw&....�.«....,.IOMaK PARTS LR91. . 10 t L J L eD I J`�,L 14YNN t t ,•� �; V ••••Qkt &dt3iEASE HAS RIOT BEEN USED IN THE DESIGN �'TF88 PRODUCT. THE 1.8 LOAD DURATION FACTOR WAS USED FOR TASIX I_ Wm + I Imo- WIDTH -►I M' WIDTH -I THE EVALUATION OF ANCHORS INTO WOOD. RS THAT Tr _ _ _ _ 1 T -- T T SHALL MEET' THE REQUIREMENTS OF THE FL�DA t @ CAME INTO CONTACT WTL7I OTHER 61sRMILAR MATERIALS > t {LLJ BLAI.DIPItG CODE FOR CT>RR08ION RESISTANCE. Z' 1 U An, tW8 • �i $11 ` * :• t4u. Ti8T05 &) REFERENCES. TEST REPORTS FTL-M& 38$0& 721$ ELCAULTRACONNOAIELCOCRETEFLEXPKNKANSUAF&PA PIDBFOR IAIOODLOrySTRUC7ION-12008)APDADM Aug 3 I- H&' T• / 3118` An •. 3N8 3 4 1! tmttLlG T -7t Ak.311 •.080" -3! 3 1j L i L J L J � - WIDTH � I`wom � -_ r � -O ' �/p � )� /U LIf4}MNM DESIGN MANUAL. CSA 10)TLrI?T20SERIESU SAPYB&dTEt&AYERTHE820 SERIES USES AN 30INTERLAYER THE MAPD 820 & 7718'LeiM tB"An- 0� 80-3N&' 1.1118' IG I&'T-7N8•Air• An•. 9G• 8 7H6' L WA HS - A • 311&' 261 Fl: 1-1r 8" ro 18• T -TNS" •3118' 080 60 -3118• HS I'--�TH�� T r - - - - - -� T r - - 7'r " - 1 7 r ^ - - - � �i 1 � � t_�t }b'• STA ' �i�T .,FLO...... SERIES �/ Z111 MAY ALSO BE REFERRED AS THE 701 SERIES. • '8G' n'OU PONT SENTRYGLAS INTERLAYEWBY VA DUPONTDENEMOURS � I ( & CO., INC. 11 L A LYN" MILLER. P.E. P.B.089743 TART a 9 - . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • ••• • • • • ••• •• •• • • • •• • • • • • • • • • • • • 711W LAMINATED • • • • • • • • • • o (MASS STACK • • • • • • • ••• ••• • • ••• • AW FVB ORM AYER 3J18'APlNEALEDGLASS 3f18'HEATSTRENGTHENEDGLASS •• • • •• •• ••• •• 4 11 • • • • • • • • USED AT CURVED -E • • • • • • • • • F'RAMEMEMMMONLY • • • • • • • • • Q 41-B•O.C. MAX.�E • • I•�•/ per» 7/ 1-3 SHORT XTERIOR SIDE I \ 20 13 GLASS TYPE 1 DMMMONS SHMW4�R FLANGED WINDOWS, SUBTRACT i' FROM THE TIP-TOMP OWNSION TO DETERMINE THE BUC OMMMM 2) FOR SVE$ NOT &TOWN, ROUND W TO THE MM AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FOOD THE SMALLEST WIDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSKINs t2TiutPLETELY FIT WITHIN. Tun c a. i M Q Window Design Pressure (+•F• psf)forQIm Type 1 � ems a v 0 It ZUj� Z g N V XXp gg- l (t8 C q QI b II 87• z 80 84 88 92 98 100 189 1 30 H +1.80 + +1 H 76-0 +J +1 H N -M1 32 +1 +1 +1 +1--+-M-+/ x180 N•80 0.85 N$8 34 +140 ♦f -MI +1 +t N� +7 +1 N M! +1 H-79 8 +1 M4 38 + H-80 +1.p --74W- +t --;/-$-D +1.80 +679.7 + 7T 2 + 1 ♦673.4 -*-IWr f>�7��7Sidii�ELM + + +140 •781 --+1=75+/-?ZS +J al 80 + H- .2 +1-743 +6 1.3 +1.879 *W1 +1.83.4 42 +1-W ♦1.0 H•71.4 H743 +I- +$-89.2 + 89,7 *M.8 .1-98 +138.2 44 +i 0.80 +1189 +1754 +/-72 +/-Me +1•85.8 +1.82 N 7 +1•$7.5 4B 0 -+I-C---+r77-T-a 8 .1-7c.1 N + +J +1 .7 46 N 47-79-3 +17 8 44-71. *j-M3 H -+17M.5 + tattaxVA ��:arm>�>�:»a��i��i�ia�ww��■■��, N-77.8 +/- +1 H H 1 + •5&7 �>_i■�� (521 +179.1 H-75.8 +672 +.86,8s H-86.1 �� ■moi �� ffs� �■' H- 8 - +/ .3 + 58 N-76.6 +1-72 48. :.�. N•74.2 +f•70.3 ♦-88 so +1-727 H rJBS 22 +1.? 2 84 +/ +1 S + .1 7/S +1 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • ••• • • • • ••• •• •• • • • •• • • • • • • • • • • • • 711W LAMINATED • • • • • • • • • • o (MASS STACK • • • • • • • ••• ••• • • ••• • AW FVB ORM AYER 3J18'APlNEALEDGLASS 3f18'HEATSTRENGTHENEDGLASS •• • • •• •• ••• •• 4 11 • • • • • • • • USED AT CURVED -E • • • • • • • • • F'RAMEMEMMMONLY • • • • • • • • • Q 41-B•O.C. MAX.�E • • I•�•/ per» 7/ 1-3 SHORT XTERIOR SIDE I \ 20 13 GLASS TYPE 1 DMMMONS SHMW4�R FLANGED WINDOWS, SUBTRACT i' FROM THE TIP-TOMP OWNSION TO DETERMINE THE BUC OMMMM 2) FOR SVE$ NOT &TOWN, ROUND W TO THE MM AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FOOD THE SMALLEST WIDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSKINs t2TiutPLETELY FIT WITHIN. Tun c a. i M Q � � ems a v 0 It ZUj� Z g N V XXp gg- w @ .. C q QI b II z 0) f>�7��7Sidii�ELM ��!1•�Ls7��13>I�.��1 d��fiii��l��bl:�Z)f7iL3)•i7mi»� tattaxVA ��:arm>�>�:»a��i��i�ia�ww��■■��, C r ->.I12 M�/E 0 • r.,T0 �>_i■�� MEET A I 1111IM311111 111112MA i�� ■moi �� ffs� �■' i)i) BUCK DMOMNS SHOWN, FOR FLANGED VONDOWS• SUBTRACT V FROM THE Tr -TO -TP DMENSKIN TO DETERIME THE BUCK DMMNS10N. 2) FOR SVES NOT SHOWN, ROUND VETO THE NEXT AVA LABLE SNORT OR LONG OMENSION. 3) FOR ARCHITECTURAL WINDOVM FIND THE SMALLEST WINDOW SM IN THE TABLEABOVE WHICH THE OVERALL DMNVONS COMPLETELY FIT WMN. -r -h+-- LONGSWE i SHORT SIDE TABLE DIh9Eh1510N8 MAYBE ORIBNTI VERTICALLY OR HORM NTALLY AS SHOWN. 7118' LAMMTED GLASS STACK �STRENGTHENED GLASB - 3118' ANNEALED CLASS .OW PV13 INTERLAYER I ow GLASS SITE No. 88705 STATEills STA A. LYNN MILLER. P.B, M Q � � ems a v 0 It ZUj� Z g N V XXp gg- w @ C q QI b z 0) No. 88705 STATEills STA A. LYNN MILLER. P.B, . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . ©0i00i0�i TARP e- 21, 1)1) 6% DINER SHOWIR. FOR FLANGED WINDOWS, SUBTRACT I -FROM THE TE'-TO.TIP DIMENSION TO DETERMINETHE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND 0 TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION, 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE W THE TABLE ABOVE WHICH TM OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 1.1!16' NOM. 7118" LAMINATED GLASS STACK 7118' LAMINATED GLASS STACK { ~ GLASS STACK PVB INTERLAYER 3118• TEMPERED f3Lk88 1 3MW HEAT STRENGTHENED GLASS mWir HEAT 3118° HEAT S1YgNG1HENED GLASS 3118' HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7111rAIR SPACE MV PVS INTERLAYER 4 11 � 11 8 USED AT CURVED USE) AT CURVED FRAME MEMBER ONLY 28 ar FRAME MEMBERS ONLY 28 o 11-718' C.C. MAX GLASS SITE ®11 -?W O.C. MAX. GLASS SITE GLASS TYPE 2 GLASS TYPE 4 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SEE f► - LOWSWE SHORT SWE L —4 �-- F.— LONGS= -•� t SHORT SIDE J- a fl O o r q N N a Ed 9 ' g c=ic"� x11 g � z D. LL O m K ��RL1I nrrrrri LYNN A LYNN 6tkLLER� P.B. VLqndow Design Pmeum (4f-, psQ for MISS Types 2 & 4 ©0i00i0�i ��s�::��■��s��s��w��t��Qe:7w�:�sre�c-i�'�wu=i ��i��ii��7m�:7�7�7�7�E:7i�£7ii�#'►ii�N�iiii� • ��i7�i'��L��i�E7i�F�7wwwiiwiiiiii EVEMMEYEW wi■�■wi��wiw■w��ww�■�■� ��:��c�■��w�■��i�i■�w�w�w��iw��iiwwi■i�iri� or�s�wi�i��ii��ww■�iw■w>,�w��■�■r��w�w■i i■�:��:��:�■�wwwr,�■w�rww�ifwwr■�i��w��i�� ■wwwww»iw��iwwiw��w�r�i �wwii�wwwr�■■iww��iwwwiwwi 21, 1)1) 6% DINER SHOWIR. FOR FLANGED WINDOWS, SUBTRACT I -FROM THE TE'-TO.TIP DIMENSION TO DETERMINETHE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND 0 TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION, 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE W THE TABLE ABOVE WHICH TM OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 1.1!16' NOM. 7118" LAMINATED GLASS STACK 7118' LAMINATED GLASS STACK { ~ GLASS STACK PVB INTERLAYER 3118• TEMPERED f3Lk88 1 3MW HEAT STRENGTHENED GLASS mWir HEAT 3118° HEAT S1YgNG1HENED GLASS 3118' HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7111rAIR SPACE MV PVS INTERLAYER 4 11 � 11 8 USED AT CURVED USE) AT CURVED FRAME MEMBER ONLY 28 ar FRAME MEMBERS ONLY 28 o 11-718' C.C. MAX GLASS SITE ®11 -?W O.C. MAX. GLASS SITE GLASS TYPE 2 GLASS TYPE 4 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SEE f► - LOWSWE SHORT SWE L —4 �-- F.— LONGS= -•� t SHORT SIDE J- a fl O o r q N N a Ed 9 ' g c=ic"� x11 g � z D. LL O m K ��RL1I nrrrrri LYNN A LYNN 6tkLLER� P.B. TABLE e: . . ... . . . ... .. .. . . . .. .. . . . . . • • • . . . . ....... .... •• •• • • • •• • 'IMIrLAIMTED • • • • • • • • • • • (LASS STACK 1 • • • • • • • • • • • Y�nm• •e•nu»d6 wee • • • • • • 3118' ANNEALED GLASS USED AT CURVED FRAME MEMBERSONLY ®11-718° O.O. MAX, .wl.q: 1) BUCK DIMENSIONS SHOWN, FOR RANGED WINDOWS, SUBTRACT 1' FROM THE TIP40-11'IP DIMENSION TO DETERMINE THE S= DIME L 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHOW OR LONG DMORMON. 3) FOR ARCHITECTURAL WM INS, ft THE SMALLEST WINDOW 312E IN THE TABLE ABOVE WNW THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL4.EG WINDOWS. DO NOT USE WITH FM -FRAMED WINDOWS. TA6LE e - Vftdow Design Pressure (W., pef) for Glass Type 5 Side On I fes'' ZALA mmum W -7I8 72 70 s6 04 as 92 96 im 184 1o&U2 30 +x•128,4 128 +9014 +98!_111,5 +SX -1 .5 +0.108 +9N-106.5 +W.103.5 +9r-102,5 480.7 +9W.9.9 32 +W11S.9 + _ 108 +M - M3 +9W-101.8 +W.9&7 + 7 +9WaL3 + a0,8 +0-90,3 0.0.0+l off 34 +9W_ S + _ ♦ 8 -9fi + .9tS + 2 +1-04.4 +f-6 5 +/ .1 4-79. 0-70.4 + 16i 6 +1 S + 9 + + - 2 + - 4 +1- 96.4 _714FaJ-�.7 +1.83.2 + =7 + _781 4- 2 +1-725 ♦ J0. 4$8. +I �.�i�i..+.d•.�6�1�i��.Eib)1111�1dJ•�TDTbf�..i' +IN196.8 4 2 +/ S +1-772 0-74.3 +f- 1. 0419 1.63.4 +18L8 42 4-M +! T +777.0 +77. 4.7t + $4. 4$1.8-+W9 -8 0411.2 9 +/- 4 + - 9 +!- 4 +7721 + +f .6 +1 2 b8. 4.57.+7 ffffr�ff��.'lasf�t.�f�]♦ffffffff�fffff��ff��f=ffffff� 7 .3 +775 6 +.71.9 + 40.3 4-949 .5 + 2 4 9 N- +/• 4.1 4.78.3 +!$6 i +J ,1 4 4 1 4-St54.774 +1•T3. 4•TR WH .3 N .6 �a �� fes■■ 1oo �� +1• +J .6 +1•%3 � �a �r�f��f�� n�r� fa�rfr�fffffuffffn�� +1-7 4 s +/-727 + -+7w- 62 N .1+786.5 FF*11.2 4 . . ... . . . ... .. .. . . . .. .. . . . . . • • • . . . . ....... .... •• •• • • • •• • 'IMIrLAIMTED • • • • • • • • • • • (LASS STACK 1 • • • • • • • • • • • Y�nm• •e•nu»d6 wee • • • • • • 3118' ANNEALED GLASS USED AT CURVED FRAME MEMBERSONLY ®11-718° O.O. MAX, .wl.q: 1) BUCK DIMENSIONS SHOWN, FOR RANGED WINDOWS, SUBTRACT 1' FROM THE TIP40-11'IP DIMENSION TO DETERMINE THE S= DIME L 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHOW OR LONG DMORMON. 3) FOR ARCHITECTURAL WM INS, ft THE SMALLEST WINDOW 312E IN THE TABLE ABOVE WNW THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL4.EG WINDOWS. DO NOT USE WITH FM -FRAMED WINDOWS. TA6LE e - • ••• • • • • •• • GLASCWTE OLOWSm"m SNRT ZO 13 SIDE GLASS TYPE 5 -- LANGSIDE --�-� SIQE TABLE OtB(iENSkNN8 MAYBE ORIENTED VERTICALLY OR HORLZONTALLY AS SHOWN, 14110' NM GLASS STACK CLASS CLASS STACKA j� 3M8'TEMPEREDGLASS [Ir- N11ANNNEAL DGLAGLASS 3198•AA@IEALEDGl.Afl9 7110' AIR SPACEOr SO INTERLAYER USED AT CURVED FRAME MEMBERS ONLY %7WO.C. MAX. 1)� DIE4ENSKiNs SHOWN. FCIt FLANB�D WINDOWS. SUBTRACT 1• FROM 771E TE••TO-TIP DIMENSJON TO DETERMINE THE BiXxC WMENSI�i. 2)FORSIZESNQT9FIOWALROUND l„�TOTHEAE:XTAVARASI.ECIORTORLOAK3DIia�N�ON. 3) FOR ARCF9iECfURfU WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHM THE OVERALL DIMENSIONS COMPLETELY FIT%"IN. VON N SHEETAPKIES ONLY TO FLANGE AND EQUAL4.EG WI I!=ft WNW USE WITH H"RAMED WINDOWS. GLASS TYPE 7 W SHORT WE LONG oe SIDE -4SHORT amI 0 "�0 LYNN f44 .•'CENSF ' `�''i N0,68706 �' STATE rF y�p�'�SS1�NA! //111111AA� A LYNN MILLER, PE. fes'' ZALA mmum © �U�-g um u:.Fi vi. mp� 'ice' '1 iii_ dEAui�3II L1r.: 7111-1015 1111.--Jsf74 7F3af off mwmmm �.�i�i..+.d•.�6�1�i��.Eib)1111�1dJ•�TDTbf�..i' 1•��!!£��41� � f�:�i�.ami■c�l�a■f>��f�''a�■n�r�f��as��>r�.'`�f�� MIMI ffffr�ff��.'lasf�t.�f�]♦ffffffff�fffff��ff��f=ffffff� �a �� fes■■ � �� ri r,■� � � �a �r�f��f�� n�r� fa�rfr�fffffuffffn�� • ••• • • • • •• • GLASCWTE OLOWSm"m SNRT ZO 13 SIDE GLASS TYPE 5 -- LANGSIDE --�-� SIQE TABLE OtB(iENSkNN8 MAYBE ORIENTED VERTICALLY OR HORLZONTALLY AS SHOWN, 14110' NM GLASS STACK CLASS CLASS STACKA j� 3M8'TEMPEREDGLASS [Ir- N11ANNNEAL DGLAGLASS 3198•AA@IEALEDGl.Afl9 7110' AIR SPACEOr SO INTERLAYER USED AT CURVED FRAME MEMBERS ONLY %7WO.C. MAX. 1)� DIE4ENSKiNs SHOWN. FCIt FLANB�D WINDOWS. SUBTRACT 1• FROM 771E TE••TO-TIP DIMENSJON TO DETERMINE THE BiXxC WMENSI�i. 2)FORSIZESNQT9FIOWALROUND l„�TOTHEAE:XTAVARASI.ECIORTORLOAK3DIia�N�ON. 3) FOR ARCF9iECfURfU WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHM THE OVERALL DIMENSIONS COMPLETELY FIT%"IN. VON N SHEETAPKIES ONLY TO FLANGE AND EQUAL4.EG WI I!=ft WNW USE WITH H"RAMED WINDOWS. GLASS TYPE 7 W SHORT WE LONG oe SIDE -4SHORT amI 0 "�0 LYNN f44 .•'CENSF ' `�''i N0,68706 �' STATE rF y�p�'�SS1�NA! //111111AA� A LYNN MILLER, PE. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . HORIZONTALLY AS SHOWN. 7/18' LAMINATED O1A83 STACK711W LAMINATED STACK LONG GLLASSAM STACK .080' 3G INTERLAYER . . ... . . . . ... 1 BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. 8USTRACT V FROM THE TIP -TO -TIP OWENSM TO DETERMINE THE WICK DIMENSION, 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WWDOW SIZE IN THE TABLE ABOVE WHICH THE OVOKL 0IM01806 COMPLETELY FIT WITHIN. 4? THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WWOWS. 00 NOT USE WITH FDI -FRAMED WINDOWS. TABLE DIMENSIONS MAY SE ORIENTED VERTICALLY OR I Inn NOM. HORIZONTALLY AS SHOWN. 7/18' LAMINATED O1A83 STACK711W LAMINATED STACK LONG GLLASSAM STACK .080' 3G INTERLAYER SMS"TEMPERED GLASS lk 1 A88 {{{ 3/16' HEAT STRENGTHENED GLASS f "'-- LONG SIZE - �' 8m { 311V HEAT ��z��-��a;��+�� T SRV SRV HEAT STRARS STRENGTHENED GLASS 7116' AIR SPACE �v 1�■{^�{�y� ■o■��;��T�y�;��s�� SHORT Dz',Z�� 6 11 � ��'�� BEIDE USD E GURV FRAME MEMSERSOAI •�i'i'iY{Ga77t��7 USEDATCURVED �� y=;�i�c+;f�y��rrl��,;:,,��`��y �a �•��ii:fiCJ ;� ••t• _I "��• •:I� I �:itLiCJ �a��■��s•;��r�:��1��•�z��{,^�� Rii'sil'J�L'+:Y4�fi"+[n.G'��Cl':Yf'�� f'�"_ �� 4iiiCa'��i:ra�CJ 13 �] 22 21 13 HOW �i��L'I LONG b�:.�ti�77��iTO�d�3i:7:7�:717�?7 SIDE SIDE GLASS TYPE 8 '��7�� GLASS TYPES g l• K.I •;r ,I .,I. •� �� 1r - -.4SxoEr SIDE �ii:Yi.i��lfi•`iT:Y�L['r;�A A�i:`i:i�YG�J � ��•}'�'a��R'� '��•��[::�[Lia �'•��f��lS•'�_�/�•::TIS[.�Iy��i'�f:�:?i��iG��iLi:.1iL:JLi.Lr:YLti1�-�� •� ��ii:::lt�i13:S�iL"+.'1Yi��--�� y':�� j �� W,7,.i� � 'Dal�Li�YiY.'iJt�_��- ��",*��1f��?yy��it'�:aG', ��R�� -'-�[.�+Idl`J♦��C�T'Y�f:..;:��n`i.'a':iiC.`� �i�i>yrs'.� .,I! 1 ^�i:�::.I�M1yL't��II'�J1L'�Ji�l"5.��'�-�-�'`�J�� { •�OEM .f� IIS 'I�.TEk.7�'!T��,��C,�,'T:f�dC.�a -��----��-- iCr'fiZ.:a��-�� EK ��y��'•'��'•'��La:Y✓:r'A�Li�✓.{G:� ��llcl�lml pmp fIR�; n7 :.f, ��i•��i�l�i�� 1 BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. 8USTRACT V FROM THE TIP -TO -TIP OWENSM TO DETERMINE THE WICK DIMENSION, 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WWDOW SIZE IN THE TABLE ABOVE WHICH THE OVOKL 0IM01806 COMPLETELY FIT WITHIN. 4? THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WWOWS. 00 NOT USE WITH FDI -FRAMED WINDOWS. .. I.YN '�!('�i'�i •�•Ct�f �'' No. 68708 •. s� ' .0. 7fr3 .a STA :' W r41rui+"' TABLE DIMENSIONS MAY SE ORIENTED VERTICALLY OR I Inn NOM. HORIZONTALLY AS SHOWN. 7/18' LAMINATED O1A83 STACK711W LAMINATED STACK LONG GLLASSAM STACK .080' 3G INTERLAYER SMS"TEMPERED GLASS lk 1 A88 {{{ 3/16' HEAT STRENGTHENED GLASS f "'-- LONG SIZE - �' 8m { 311V HEAT 3118' NEAT STRENGTHENED GUESS T SRV SRV HEAT STRARS STRENGTHENED GLASS 7116' AIR SPACE .080• SG INTERLAYER SHORT Dz',Z�� 6 11 � SIDE 1 BEIDE USD E GURV FRAME MEMSERSOAI ar USEDATCURVED M GLASS SITE®11.7Ad' FRAME MEMBERS ONLY 28a71.718°O.C. O C MAX 13 GLASSBITE f'�"_ �� 0 13 �] 22 21 13 HOW LONG SIDE SIDE GLASS TYPE 8 GLASS TYPES 1r - -.4SxoEr SIDE .. I.YN '�!('�i'�i •�•Ct�f �'' No. 68708 •. s� ' .0. 7fr3 .a STA :' W r41rui+"' EDGE DISTANCE INSTALLATION TYPE INSTALLATION I , DI EDGE TYPE B 2XWOOD OLXWZTRW ORFRAMING, SEE NOTE 2, THIS SHEET TW.ANCHOR TYPE, SMBEIXOMAtm EDOE DISTANCE PER SUBSTRATE, SEE TABLE 0. THIS SHEET . : 0 0 : . : : INSTALLATION 0 Be• SMSEOMW STYPE TYPE 0• • R • 0 EMBEDMENT tAr MAX SEE NOTE Z THIS SHEET SHIM TYP. ANCHOR TYPE. EMBEDMENT AND .,.':,4 00 0 0 g 1 dam EDGE •DISTANCE PER SUBSTRATE,* ' 4 WMANCE 0 EDGE SEE TAKE 6, THIS SHEET• 6 DISTANCE .4 g: I&M-W 412 STEEL SELF- LING SMS (G4 SEE TAKE S. THIS SHEET VERTICAL SECTION B -S INSTALLATION METHOD D [NSTALLATIONANCHOR UNDERNEATH THE SEADING Laac; "l- -f MIAMI -DADS APPROVED MULLION (BEE GEPMTE Nft ALUMNIM, STEEL FRAMM OR STEEL STUD. SEE WJWMTE PROPERTIES. TAME %THIS SHEET __r MUSHIM IX WOW GUCKSTW, SEE NOTE 2. THIS SHEET TV. ANCHOR TIME. EMBEDMENT AM EDGE DISTANCE MR SUBSTRATE, SEE TAKE 8. THIS SHEET HORIZONTAL SECTION A -A TABLES: W-&tA—T"Wffft I.USE ONLY ANCHORS LISTED ONTHIS SHEET. FOLLOW EMMUMENTANDEDGE DISTANCE UMFPS. 2. WOOD BUCKS DEFROTFA ON THIS SHEET AS'1X', ARE BUCKS WHOSE TOTALTHK2@LESS IS LE88 THAN 1.1�G". UC WOAD BUOKS ARE OPTIONAL WUNIT CAN BEMWAUMMREMYTOSOLID CONCRETE. WOW BUCKS OMKCMAS'WARE I-I[rTHICK CRQMTM INSTALLATION TO THE SUBSTRATE OF WOOD SUCKS TO BE ENGIWEMD BY OTHERS ORAS APPROVED BY AMORITY HAV= Amp101m & FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE VMDOVV FRAME. 4. IF APPLICABLE. LOWER DEMON PRESSURE FROM EITHER VWXDCW OR AMILLION NOA APPLIES TO VMU SYSTEM. A. EDGE DISTANCE INSTALLATWN TYPE E 4 WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT - WINDOW BUCK HEIGHT - 2 -3W 2X V400D BUCKSTRP OR FRAA 40. SEE NOTE 2, THIS SHEET � EMBEDMENT L EDGE INSTANCE �IW MAX 2 SHIM TYP. ANCHOR TYPE, \—EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE S, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY @ 13-7ff O.C. MAX. IM' MAX. SM 312 STEEL SELF-DRIUdNG SMS (01 SEE TABLE S. THIS SHEET INSTALLATION TYPE H INSTALLATION TYPE Q SEE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, — SEE TABLE 8. THIS SHEET • i INaALLATV• i • i • dMEF• • • • • • • •--• • E OBILCKM 1 a 11 EXTERIOR CONCRETE1�+—-- VISIBLE LMBiT WIDTH < I 8 PERAHCHOR WINI)OWBUCKWIDTH-23f4' �1 REQUIREMENT rWINDOW BUCK WIDTH MIAMI -RADE APPROVED MULLION (SEE SEPERATE NOA). ALUMINUK STEEL FRAMIM OR STEEL SLA. SEE SUBSTRATE PROPERTIES. TABLE %THIS SHEET 114' MAX SHIM 1X WOOD BUCXmTv, SEE NOTE 2. THIS SHEET HORIZONTAL SECTION C -C TABLE tI: ;a.. PERANCHOR REQUIREMENT • • EDGE DWWCE •• 1 •• •• • • • •• •• • • • • • • • • • • • I�I(IL�T3Ti� • • ••• • • • • ••• • i INaALLATV• i • i • dMEF• • • • • • • •--• • E OBILCKM 1 a 11 EXTERIOR CONCRETE1�+—-- VISIBLE LMBiT WIDTH < I 8 PERAHCHOR WINI)OWBUCKWIDTH-23f4' �1 REQUIREMENT rWINDOW BUCK WIDTH MIAMI -RADE APPROVED MULLION (SEE SEPERATE NOA). ALUMINUK STEEL FRAMIM OR STEEL SLA. SEE SUBSTRATE PROPERTIES. TABLE %THIS SHEET 114' MAX SHIM 1X WOOD BUCXmTv, SEE NOTE 2. THIS SHEET HORIZONTAL SECTION C -C TABLE tI: ;a.. PERANCHOR REQUIREMENT • • EDGE DWWCE •• 1 AIN, OF 3 THREADS BEYOND THE METAL SUBSTRATE. t'. T CONCRETE PER EMBEDMENT' Y� :• �' • o ANCHOR UdSIALLAT[QNMOTH& ., , y .. REQUIREMENT : + 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EWE DISTANCE LIMITS. INSTALLATION EDGE 2 WOOD SUCKS DEPICTED ON THIS SHEET AS'1X', ARE SUM WHOSE TOTAL. THICKNESS IS LEN THAN 1-Ve.1X WORD ==ARE TYPE F DISTANCE TYP, ANCHOR TYPE, EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD SUCI(S DEPICTED AS *WARE I-IWTHICK OR GREATER, AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD SUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING SUBSTRATE. SEE TABLE 8, THIS SHEET JURISDICTION. VERTICAL SECTION D -C) 3. FOR ATTACHMENT TO METAL; THE STRUCTURAL MEMBER SHALL BE OF ASIZE TO PROVIDE FULL. SUPPORT TO THE WIOMFRAME. ,L IF APPLICABLE. LOWER DESIGN PRESSURE FROM EITHER WINOMOR MULLION NOA APPLIES TO WHOLE SYSTEM. i a A � o 0 w U XN g 0 a Z 00. z O F � ® Bt31 LYNN : M ' ' No. 58705 s"o`:� �Fjl ((/ •.RLORO..•�U�� A. LYNN eBiLER, P.E. P.Es wolf . r: " �tii I�I(IL�T3Ti� AIN, OF 3 THREADS BEYOND THE METAL SUBSTRATE. t'. T CONCRETE PER EMBEDMENT' Y� :• �' • o ANCHOR UdSIALLAT[QNMOTH& ., , y .. REQUIREMENT : + 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EWE DISTANCE LIMITS. INSTALLATION EDGE 2 WOOD SUCKS DEPICTED ON THIS SHEET AS'1X', ARE SUM WHOSE TOTAL. THICKNESS IS LEN THAN 1-Ve.1X WORD ==ARE TYPE F DISTANCE TYP, ANCHOR TYPE, EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD SUCI(S DEPICTED AS *WARE I-IWTHICK OR GREATER, AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD SUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING SUBSTRATE. SEE TABLE 8, THIS SHEET JURISDICTION. VERTICAL SECTION D -C) 3. FOR ATTACHMENT TO METAL; THE STRUCTURAL MEMBER SHALL BE OF ASIZE TO PROVIDE FULL. SUPPORT TO THE WIOMFRAME. ,L IF APPLICABLE. LOWER DESIGN PRESSURE FROM EITHER WINOMOR MULLION NOA APPLIES TO WHOLE SYSTEM. i a A � o 0 w U XN g 0 a Z 00. z O F � ® Bt31 LYNN : M ' ' No. 58705 s"o`:� �Fjl ((/ •.RLORO..•�U�� A. LYNN eBiLER, P.E. P.Es wolf TYP. ANCHOR TYPE, EEM/ 8EDMENTANDED(1E —+I EMBEDMENT DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET INSTALLATION TYPEI VISIBLE LIGHT HERM WINDOW SUCK HEIGHT 23(4• INSTALLATION TYPE J 2X WOOD BUCKSTRIP ORFRAWN%SEE NOTE 2. THIS SHEET USED AT CURVED FRAME MEMBERS ONLY 0 11-7AP O.C. MAX. EDGE EDGE DISTANCE DISTANOE 1(4• MAX SHBA X11 INSTALLATION TYPE L 00 STEEL SEL 4W LLINGSMS {G51 SEE TAKE 10, THISSHEET 2X WOM BUCKSTRNP OR FRAMW% SEE NOTE[ SHEET —L 1M' MM SHIM INSTALLATION TYPE J I1C MAX sm 2X WOOD BUCKMRIP OR FRRMDA SEE NOTE 2. THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AM EDGE DISTANCE PER SNSSTRATE. SEE TABLE t0. THIS SHEET MIAMI,QADE APPROVED MULLION {SEE SEPERATE N04 ALUMINUM, STEEL. FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10,THISSHEET EDGE DISTANCE — EMBEDMENT TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET VERTICAL SECTION F -F . . ... . . . ... •• • c 2-iir x .113" in P.T. 2•tW x .131' Common tm • • t+• • •: 0 *TYPE K+ • 0 6° : P.T. Swoon Pine 112' siox1•Stew saw 0,09W AWmb%Un.8083-T8min. 8H EDGE D13TANCE —►{ i(18" A38 Lew Irt • • ••• • • • • ••• EMBEDMENT VISIBLE UWff WIDTH a — I ~ O WINDOW BUCK WIDTH -2-2W HORIZONTAL SECTION E -E TABLE 10: Andra •• •• • • • •• • c 2-iir x .113" in P.T. 2•tW x .131' Common tm • • t+• • •: 0 *TYPE K+ • 0 6° : P.T. Swoon Pine 112' siox1•Stew saw 0,09W AWmb%Un.8083-T8min. 8H EDGE D13TANCE —►{ i(18" A38 Lew Irt 2X WOOD BUCKSTRIP • • I am ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. • • • s • • • ORFRAMIKG SEa e • • • NOTE 2, THIS SHEET • • • • • • EMBEDMENT VISIBLE UWff WIDTH a — I ~ O WINDOW BUCK WIDTH -2-2W HORIZONTAL SECTION E -E TABLE 10: Andra SUbsbate mm Edgy Max. C.C. Dlsmrra• c 2-iir x .113" in P.T. 2•tW x .131' Common tm P.T. SoUOran PUre t+• 2-1/2• x .14rr Nap P.T. Sa mm Pore 86 6° P.T. Swoon Pine 112' siox1•Stew saw 0,09W AWmb%Un.8083-T8min. 8H v i(18" A38 Lew Irt 8 810 C#. rs I am ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. INSTALLATON NOTES: 1. USE ONLY ANCHORS LISTED ON THIN SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS 4X•. ARB BUCKS WHOSE TOTAL THICI(NEBS IS LESS THAN 1-1Pe•.1X WOOD SUC KSARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. MOD BUCKS DEPICTED AS `2K• ARE 1•U2• THICK OR (GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEER® BY OTHERS OR AS APPROVED BY AUTHORITY HAVING 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL SE OF A SIZE TO PROV09 FULL SUPPORT TO THE ViIIDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. a� R a o � } N v a Q ci o z 0211 'tea 'I 4YIdW pN........ ' No. 58705 4t NAL 00 iiiII111% %, A. LYNN RILL M P.E. P.E$um }r —/� 2x WOOD BUCKSTRIP I D=/ NN007E SHEEr INSTALLATION TYPE M� L r FOR THIS INSTALLATION METHOD ONLY. ANCHORS MAYBE NO • MORE THAN r O.C. 4 tA9NDOVY BUCK HEIGHT VISIBLE LKW HEISHT_ WINDOW BUCK HEIGHT - 2 -3W INSTALLATION TYPE N ._,4r .•9 EDGE DISTANCE TYP. ANCHOR TYPE. EMBEDMENT AND EOM DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET USED E CURVED FRAME MEMBERS ONLY EDGE DISTANCE @ 11-7Ar O.C. MAX r INSTALLATION TYPE M• CONCRETERNU PERANCHOR • ! f • • 9EMaESMerP • REQUIREMENT • TYP N i AX —►{ I— 114" M%""—,,1, INSTALLATI�TYPE OO FOR THIS INSI•A1.IATION METHOD ONLY, ANCHORS MAY BE NO • MORE THAN 5 CLC• 012 STEEL SELF•DRILUNO SMS (06), SEE TABLE 10, THIS SHEET •• •• • • • •• •• • TYP.ANCH E M � EMEENT'ANDDGE DISTANCE PERSUBSTRATE, r INSTALLATION TYPE M• • • • • INST TIOfa • • ! f • • 9EMaESMerP • FOR THIS MSTALLATION • TYP N i • • • : • • � EMIDEDMINT METHOD ONLY, Owe= ANCHORS MAY BE NO • s • • • •,' , 0:0 • SH911 • MORETHANrO.C• 0 ' HORIZONTAL SECTION G -G 1X WOOD SUC(STRIP, SEE vi'i'. e • • • FOOD UBCKSIRIP NOTE 2, Tms SHEET • , • . • :• • r s 'f • • • • NOTE 2 THS SHEET • • . • 1.0 •, ` e TYP.ANCHOR TYPE,EMBEDMENT AND • •�.;•. • EDGE DISTANCE PER SUBSTRATE, 1 • • • • 8 SEE TABLE 11, THIS SHEET Gmutedcso aur 12 6d18'Stee}ultmom Cowate &ft " kou np 13/4• TYP.ANCH E M � EMEENT'ANDDGE DISTANCE PERSUBSTRATE, r ' EISGE 1/4' MAX 81fBlI �a ;•� DISTANCE 4 11 rt VISIBLE Lww WIDTH o I b CONCRETEICMU PER ANCHOR REQUIREMENT STEEL FRAMING OR STEEL STUD. WINDOW BUCK WIDTH -2 -SW WINDOW BUCK WIDTH 0)(TePo tX wowBUCtBTRiP, SEE NOTE 2. THIS SHEET TABLE 11.THIS OHM 0 P. Phre AAw HORIZONTAL SECTION G -G 1 TYP.ANCH E M � EMEENT'ANDDGE DISTANCE PERSUBSTRATE, r SEE TABLE 11. THIS SHEET Atwhar 012m'01441088SOreHr 1/4' MAX 81fBlI MIAMI RADE APPROVED MULLION � (SEE SEPERATE NOAH "MMNUM, 'Mn' STEEL FRAMING OR STEEL STUD. A38 SW SEE SUBSTRATE PROPERTIES. tX wowBUCtBTRiP, SEE NOTE 2. THIS SHEET TABLE 11.THIS OHM VERTICAL SECTION H -H TABLE 11: M � r O Atwhar 012m'01441088SOreHr StAswb T. r�� 1 MU. eriwwedp A D.C. 'Mn' 0 A38 SW 8° stem SIXA or. aw 095 18Iia ' 8' W12orA14 18mew P. Phre AAw 8118' 1 Alwnlnwn, . 0 8f9e1 Gm. 3AT• ' S Or 41088 OaboflaxUmmmo elm ASTM C80 2•Vr 1•V4 Ya - 1" 1OT4` 1r fi4• Steel l9ttraaoonCA-ux- a.68 1' 1 1• Gmutedcso aur 12 6d18'Stee}ultmom Cowate &ft " kou I-vr 13/4• amuted URI 2-1m 3t4•I IT ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE UMAU ATIOd NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEEP. FOLLOW EM BEDMENTAND EDGE DISTANCE LIMITS. 2. WOW BUCKS DEPICTED ON THIS SHEET AS •1)P, ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-Vr.1X WOOD BUCKS ARE OPTMAL IF UW CAN SE INSTALLED OtRECTLYTO SOLID COCRE7& WOOD BUCKS DEPiCTEDAS "WARE 1•Vr nWX OR GREATER. INSTALLATWN TO THE WXM%ATE OF WOOD BUCG9 TO BE ENGINEERED BY OTHERS ORA8APPROVED BYAITTMM HAVING ,AMSDICTUNN. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL. MEMBER SHALL BE OF A SM TO PROVIDE FULL BUPPO2TT0 THE WINDOW FRAME. 4. IF APPLICABLE. LOWER DESIGN PRESSURE FROM•ETTHER WINDOW OR MULLION NOAAM ES TO WHOLE SYSTEM. a M � r O W Q 2�lice% 0 Iti x o� 0O o " og Qa ILZ o O R RK z IL LL ;y LLYNN ��'�i�ii .•'"y.GEN3g'•.�f moi: ' W. $6706 ��5••.FTORIOP •��Cl: A PE, P.E.@69706 ALL CORNERSTO USE GASKET AND= SEALANT TAW F 44 (DETAILS FOR FLANGE 8 EQUAL -LEC, FRAMES .m PGTPart9 1 42= Desn"On Flanged Flame MUM Ahem. W63.76 2 ms Equal.leg F1eate AUM 8W83-76 3 4255 Ntegtal Rn Flame AhmL 608375 4 4266 7116" LemL OWN S a ft Akmk W03 -T6 6 4264 LQ ftss Beadteeg AhmL 808;1•T6 63 4270 Installation Fastener Cowr AWm. WWTS 8b 4224 Imolog tion Fastens Cow fwd PVG 10 7WW Gm*et (at 80" anter joints) Poiyettg lane 11 TM4718 Vinyl Bulb WeaU m Wp Rex PVC, W ra 65 +1.1 13 Ow 699, GE 7700 81kon• or Equhe 2D 710M Salting Block, Motto. 3(18' x 7118" x 4" Negxetre ata 66 +1-1 21 1 71704AK SeUhv Block,1.G. 3MW x 1-=r x 4" Neoprene, Wes 65 +1•1 22 D1RW716 7118" m aBeel Si 2B #S x 1.114" FH SMS Btabfta steel 30 I 781PQX #B x 1" Quad PH SMS 8tablim Stec! .084• —►, A74• 1878• T TM FLANGGE FRAME FRA .080"'oeov ME \ #4263(, 6Oe3-T6 .876" 7/16" LAMI f QLASS BEADING #4256,6083 -TS • e ••• • • • ••• • • • • • • • • • • • • Al • • • • A. •• •• • • • •• • • • • • • • • • • • ASSEMBLY DETAILS • • • i • FOR FIN FRAMES 000 1••• a • e • • W COWER FRAME ASSEMBLY 0 •• • • • •• •e• •• ••• • • • • •• • • • • •• WERED FRAWA WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER?M YS AT SCREWSOSBES.SEALAWATALLCORNERS ,084"-��•11.�— 1.37W •074• Ar .7-4. EQUAL-LEG FRAME 042115,6063 -TO J-- r-- Aw AW R I"— AW la -GLASS BEADING #4254, 8063-T6 1.378' � .D74• r .082" 9.128" + — oTr � FIN FRAME, #4266,6063-T6 IMF }NSTAL,`A,TlON 8a FASTENER COVER #4270,8003-T6 a � �b a P rx - 00 Z�toLL W 09 V U_ ppX — Q Z Oho oaw w icy }Q�U. ZW 8 Q it o r Rim m 0 Ll ��QN.I LYNN A?��e�ii ��``�:' �\.\GENRE`• `,C� ' * � Nc. 66r6s •. � ' =-o -7 L 13 STAT F 's%NA1 A. LYM MILLER. P.E. P.6.tl 6870$ MIAMI-DADE MIAmr-RADE COUNTY PRODUCT CONTROL SECTION DEPART1iIENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (7" 315-2599 NOTICE OF ACCEPTANCE (NOA) 3vsr9'M14Wld8de.govlecon0mv PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AEU). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami. Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHI may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements ofthe applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1' -CA -74W1 Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement window, Details - LM & SW, sheets I through 10 of 10, dated 08/48/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturees name or toga, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and *grg$as been no change in the applicable building code negatively affecting the performance Ahis product.' .. TERMINATION of this NOA will occur after the expiration date or if there has "Agma revibloff bt chanty. , % in the materials, use, and/or manufacture of the product or process. Misuse of this bbA as an endorsement • of an rodu for sales, advertising or an other purposes shall automatically this WOA,� Failure • • Y p � S Y PmP Y ��te • to comply with any section of this NOA shall be cause for termination and removal'4f NOA. 0.00 **:**a •••• •••.• •ADVERTISEMENT: The NOA number preceded by.the words Miami -D •• •.•�•ountY..V�a� agA.. . followed by the expiration date may be displayed in advertising literature. If aay.Pa rtion of the NOA is displayed, then it shall be done in its entirety. : ' : • 000 . • . 0000% 0 INSPECTION: A copy of this entire NOA shall be provided to the user 6y tke.manuTacturer or lbu..: distributors and shall be available for inspection at the job site at the request of the tuilding OTJgi;J 0 This NOA consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. = AfPROYE� NOA No. 12-121&09 Expiration Date: April 11, 2018 Approval Date: April 11, 2013 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM' ; sheets 1 through 10 of 10, dated 08/08/12, signed and sealed by Anthony Lynn Miter, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series CA740 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTM -7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 12/07/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.01 issued to EX DuPont DeNemours & Co., Inc. for their "DuPont ButaciteO PVB Interlayer" dated 09/08/11, e2cp1r1ng aw;2/11/1.6f • 2. Notice of Acceptance No.114624.02 issued to E.I. DuPonfDA(bmours &Co., Inc..' for their "DuPont SentryGlas@ Interlayer" dated 08/25/11; expiring o;*CrfA%/17. • • • •: • 6666.. • .6000. F. STATEMENTS • • • • 000000 • 1. Statement letter of conformance, complying with FBC 2 11; 'Sated l?dddmber I0;" 2012, issued by manufacturer, signed and sealed by Anthon;.0 Miller FU 2. Statement letter of no financial interest, dated Decembar. 6141, 2012, .issued by .' manufacturer, signed and sealed by Anthony Lynn Miller, A 0 :0.0:0 • • • • : • 3. Proposal No. 12-1499 issued by Product Control, dated Iul�c 3l, 2M;"signed y.. Manuel Perez, P.E. 60:0 G. OTHER I. None. Manuellberff.4nft. Product Control Ex m r NOA No. 12- .09 Expiration Date: April 11, 2015 Approval Date: April 11, 2013 E-1 GENERAL NOTES: SERIES 740 IMPACT -RESISTANT CASEMENT WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQ{AREMENT80F THE FLORIDA BUILDWS CODE, 04CAIDM THE HCBH VELOCITY HURRICANE XONE(HYRZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN iM 40FM DEBRIS REGION& FOR INSULATED GLASS INSTALLATIONS ABOVE 30• IN THE HVHZ, THE 3) FOR MASO�BUCM CATIONS IN MIAMI -DADS �BE E (MY M1AAt1-DARE F APSONRY ANCHORS. MATEMRANCHdt IONUTHERN PINE, ASTM CMASONRY UNITS K�ON. KSI PER ANCHOR TYLE 3, SHEET 4.OOD LES THAN 1-1TPTT9CK ARE TO CONSWEM 1X INSTALLATIONS. IX WOW BUCKS ARE OPTIONAL IF UNIT IS DISTALLED DIRECTLY TO SUBSTRATE. WOOD SUCIM DEPICTED AS 2XAHE 1 -V2 - THICK OR GREATER 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOW BUCK DESIGN AND INSTAUATON IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSM ORSTWOO USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3. SHEET 4. NARROW JOINT SEALANT IS USED ON ALL POUR CORM OF THE FRAME. INSTALLATION ANCiORSSHOULD BE SEALED. OVERALL SEALINGVLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SOME OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLWHTOTHE SUBSTRATE. USE SHIMS CAPABLE CWFTRANSFERRING APPLIED LOADS. WOOD BUCKS. BY OTHERS. MUST BE SUFFICENTLYANCHORED TO RESIST LOADS IMPOSED ON THEM BY 711E WINDOW. 7) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRU07URALICYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE. FRAME ANALYSIS AND (BASS PER ASTM E130M S) THE ANCHORAGE METHODS SHOWN HAVE MEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REWRED DESIGN PRESSURE. THE 33.113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION Or ANCHORS INTO WOW. ANCHORS THAT C MIE INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL- MEET THE REQUHUMO S OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES; TEST REPORTS F'TL-7008.3679, 3M, 3724; ELCO ULTRACON NOA; ELC O CtETBPLEX NOA; ANBWAF&PA NOS FOR WOOD CONSTRUCTLONAND ADM ALUMINUM DESIGN MANUAL TABLE 1: Olins Tym 1WIW Lams (118 An - 8 An sheet # 8 8 37ile.Lmw 18 S - an 7 4 71r L9W.10 118 An- 71167Atr•1AT'An-.OWPB-IW An 6 6 7W LSML IG 118' T • 7/1 Air -1W An -ow pV8 -An 8 S 7A3• Lent. IO An -114" Ah • 1 An -.QW SOP .3f An 8 7 /8' (3f 8•An-1/4"Air - 1W -. SOP -3/18• 8 T18° lmrd. IG S" -1 • Ah- 1 An • . S 1 An H 101 lAH' 3/98" - IW -3118' 090" 8 DESI ON PRiEBDURE RATING IMPACT RATING VARIES. RATED FOR LARGE & SMALL SEE SHEETS" MISSILE IMPACT RESIST 37 -WIDTH 28.478' MAX. RC. IF WIDTH IS UNDER 33A76' (HEAD & 881 4- MAX r—► B. SEE SHEET 2 89' VISIBLE LIGHT HEIGHT (OLD) 36' VISILE OPE W(ma) TYP. ELEVATION OF CASEMENT WINDOW I17-112' MAX. L SEE OJw LHEET2 8' MAX. f me. •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • rt 36' VISILE OPE W(ma) TYP. ELEVATION OF CASEMENT WINDOW I17-112' MAX. L SEE OJw LHEET2 8' MAX. f me. •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • 6PI6•LAMttRA7C-0 7 GLASSSTA4C � �. • • 9L8•ANNEpLtAOR .98g't1t7PONTSeP • • MASSAl7TEPV8� •��° 318a7u&AimoR • •. 000 •IN, • xEn7sTlrraN� � aur exr 38 CLASS • •'6iMB"�$$8 7 6 Sg H—t 7Ai NIU. BIASSSTACt USEANC{OR JAHRATEACI T JAMB IF (7 HEIGHT IS r 21V OR OVER l 78' 14-U2" MAX. O.C. IF WIDTH IS 33.476- & OVER (HEAD & SILL) Y LYNN�j� CENStR' GENERAL PLOTES.«..........._........_..9 �: ' oF ELEVATIONN—. ». 1 GiAaNGWTAL&..--W,.-.........1 r No. 58708 INSTALLATION.--- 2 ASSEMBLY TUBE DETAILS..„...-„.. 3 ,(( ANCHOR SPECIFICATIONS..„....«.. 4 I r3 W ANCHOR QUANTITIES_............,.-. 4 �p DE8it$NPRESSURES .- 69 ��'O�'.,F(ORIDP.: G�2- M........W. ASSEMBLYDETAILSA 10 i� S a 0NAl-�'E..`\ A LYNN P. ME 1 GLASS TYPES 2 & 3 7AP NCAA WWL4MMTW GL488STAM 7A8'1AE8NATGo SL4S9 eTAC; QLasalm WANNEAUDG A88 .�, V4 MSFAga A$IaJRAi�pR eLA89 oupw eUrA=PVS 3t18`ANANaamm .OHCOUPONTSeP GLASSIWANLPAL80 38 T 7FiE�lD:OOl.h89 e1J198 11116" GLASS BITE ter' 1Ui8" SIASB SITE GLASS TYPES 4 & 6 GLASS TYPES 8 & 7 VrNOAI. GLASS STACK I _ , I _ GL OTM I GLASS TYPES 8 & 9 F' NMI J ROSOWSKI 1070 TECHNOLOGY DRIVE AIM: I udw. N. VU4M FL 34275 CASEMENT WINDOW DETAILS - LM & SM 08/08/12 P.O. Box 1529 NOKOMIS, FL 34274 S=IM SAeetj proving Mo. Rev: CERT. OF AUTH. #2M6 CA -740 NTS 1 OF 10 MD-CA740-LM 1iM8'GLASSBI7E 6PI6•LAMttRA7C-0 7 GLASSSTA4C � �. • • 9L8•ANNEpLtAOR .98g't1t7PONTSeP • • MASSAl7TEPV8� •��° 318a7u&AimoR • •. 000 •IN, • xEn7sTlrraN� � aur exr 38 CLASS • •'6iMB"�$$8 7 6 Sg H—t 7Ai NIU. BIASSSTACt USEANC{OR JAHRATEACI T JAMB IF (7 HEIGHT IS r 21V OR OVER l 78' 14-U2" MAX. O.C. IF WIDTH IS 33.476- & OVER (HEAD & SILL) Y LYNN�j� CENStR' GENERAL PLOTES.«..........._........_..9 �: ' oF ELEVATIONN—. ». 1 GiAaNGWTAL&..--W,.-.........1 r No. 58708 INSTALLATION.--- 2 ASSEMBLY TUBE DETAILS..„...-„.. 3 ,(( ANCHOR SPECIFICATIONS..„....«.. 4 I r3 W ANCHOR QUANTITIES_............,.-. 4 �p DE8it$NPRESSURES .- 69 ��'O�'.,F(ORIDP.: G�2- M........W. ASSEMBLYDETAILSA 10 i� S a 0NAl-�'E..`\ A LYNN P. ME 1 GLASS TYPES 2 & 3 7AP NCAA WWL4MMTW GL488STAM 7A8'1AE8NATGo SL4S9 eTAC; QLasalm WANNEAUDG A88 .�, V4 MSFAga A$IaJRAi�pR eLA89 oupw eUrA=PVS 3t18`ANANaamm .OHCOUPONTSeP GLASSIWANLPAL80 38 T 7FiE�lD:OOl.h89 e1J198 11116" GLASS BITE ter' 1Ui8" SIASB SITE GLASS TYPES 4 & 6 GLASS TYPES 8 & 7 VrNOAI. GLASS STACK I _ , I _ GL OTM I GLASS TYPES 8 & 9 F' NMI J ROSOWSKI 1070 TECHNOLOGY DRIVE AIM: I udw. N. VU4M FL 34275 CASEMENT WINDOW DETAILS - LM & SM 08/08/12 P.O. Box 1529 NOKOMIS, FL 34274 S=IM SAeetj proving Mo. Rev: CERT. OF AUTH. #2M6 CA -740 NTS 1 OF 10 MD-CA740-LM INSTALLATION OPTION 1 EDGE INSTALLATION EvaE oisrAwcE OPTION 2 INSTAIL.ATIONANCHC� DISTANCE OIf02X WOOD. CONCRETEfCMU INSTALLATION ANCHORS, AS REQUIRED PER PERANCHOR DIRECTLY INTO MASONRY. TASLE 3, SHEET 4 2 EMBEOME14T REOIAREA1E14T 82 TVP. ANCHOR• :.e 114' MAX TYPE, EMBEDMENT } B AND EDGE 1 DISTANCE PERSUBSTRA 22 23 4 SEE TABLE j SHEHT4. • . ATTACHED TO FRAMEJAMS ATTACHED VENT JAMS vwNODW 81 HEIGHT V1SIBLE C LIGHT HEIGHT (OLD) ATTACHED TO FRAME JAMB 4 ATTACH TO VENI'JABB 14 98 — �� lE9iK�10 by i JAMB HARD- WARE 0 1 INSTALLATION OPTION 3 VERTICAL SECTION 8-B 1 I48TALLATION ANCHORS THROUGH 1X SUCXSTRIP INTO MASONRY. BUCK HEWT . • ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . 18 C DISTANCE �— °•.• �! 'r'. i -WFIOR C82A7TAC7M TO VENT BILLE DMENT GHT WIDTH 24 (DLO)70 BE OPTEONALADDON SEE TABLE 4. SHEET 4. WwDOWWIDTH BDL. 8 JAMBS HORIZONTAL SECTION A -A SEE DETAIL NOTES. .i11, BELOW 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS. ANY INSTALLATION! OPTiONl SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2)ALL WOOD BUCKS LEN THAN I-lff THICK ARE T BE CONSIDERED 1X INSTALLAIMN8.1X WOOD BUM ARE OPTIONAL UNIT MAY BE WALLED DIRECTLY TO SUBSTRATE. VMD SUCKS DEPICTED AS 2X ARE 1-'12' THICK OR GREATER 1X AND 2X BUCKS (WHEN USED) SHALL BE DE81L(M TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK OEM AND INSTALLATION B THE RESPONSISILITYOF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 114'. DETAIL Al 1{ • i •OPTION 4jBTAILATI0A1 �W owANpioRs • iNTOIMETAL. 29' • 9lilE 0 • • • • • • • • • • •• 1)WHF34 8B'TAIUNGHEIGHT:WO COMBIUtTIOw UNITS,ADDITIONAL WHEIGHT-8 0 ••• ••• • VISIBLELIGHT4S, SUCK WIDTH MAY NEED TO BE WIDTH:WINDOWWIDTH-7 ATTACHED TO 16 1S, FRAME BILL ATTACHED TO . • VENT7• • • • • • / • ••• • • • 18 C DISTANCE �— °•.• �! 'r'. i -WFIOR C82A7TAC7M TO VENT BILLE DMENT GHT WIDTH 24 (DLO)70 BE OPTEONALADDON SEE TABLE 4. SHEET 4. WwDOWWIDTH BDL. 8 JAMBS HORIZONTAL SECTION A -A SEE DETAIL NOTES. .i11, BELOW 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS. ANY INSTALLATION! OPTiONl SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2)ALL WOOD BUCKS LEN THAN I-lff THICK ARE T BE CONSIDERED 1X INSTALLAIMN8.1X WOOD BUM ARE OPTIONAL UNIT MAY BE WALLED DIRECTLY TO SUBSTRATE. VMD SUCKS DEPICTED AS 2X ARE 1-'12' THICK OR GREATER 1X AND 2X BUCKS (WHEN USED) SHALL BE DE81L(M TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK OEM AND INSTALLATION B THE RESPONSISILITYOF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 114'. DETAIL Al 012 STEEL SELF -DRUM BMS, SEE TABLE 3, SHEET 4. DADEAPPROVED MULLION, ALUMINUM, STEEL FRNAING OR r STEEL MO. 1{ • i •OPTION 4jBTAILATI0A1 �W owANpioRs • iNTOIMETAL. 29' • 9lilE 0 WIDTH. WASH HPM: WINDOW WIDTH -1312 012 STEEL SELF -DRUM BMS, SEE TABLE 3, SHEET 4. DADEAPPROVED MULLION, ALUMINUM, STEEL FRNAING OR r STEEL MO. — ►� 10' MAX SEE DETAIL A2. BELOW CNH LYNN F ''.,SZONAG ,,o, 1070 TECHNOLOGY DRNE N. VENICE, FL 34275 P.O. BOX 1528 NOKOMIS: FL 34274 CERT. OF AUTH. #20296 AddYWwWAnahms RegAW enosoh WeotO.FramAsscd*Tt5e IFA VO4M VL1dIh EGRESS FORMULAS an 19,0&0 1x- 29' • 9lilE 0 WIDTH. WASH HPM: WINDOW WIDTH -1312 1 1 4 uHOW W wow V40TK EGRESS HOM WINDOW WIDTH -7-12 TAM 18.0&01 1 1)WHF34 8B'TAIUNGHEIGHT:WO COMBIUtTIOw UNITS,ADDITIONAL WHEIGHT-8 0 / s 1 INSTALLATION VISIBLELIGHT4S, MAX.ANCHORS MAY NEED TO BE WIDTH:WINDOWWIDTH-7 Hil, MISTALLEDTHROIMTHE HEKW.WWDOWHEIGHT-7 V424DOW SATIVMAX.FROM EACH S� OF THE FRAME ASSEMBLYTIBECENTERLINIL SEE TABLE BELOW — ►� 10' MAX SEE DETAIL A2. BELOW CNH LYNN F ''.,SZONAG ,,o, 1070 TECHNOLOGY DRNE N. VENICE, FL 34275 P.O. BOX 1528 NOKOMIS: FL 34274 CERT. OF AUTH. #20296 AddYWwWAnahms RegAW enosoh WeotO.FramAsscd*Tt5e IFA VO4M VL1dIh Asohor A an 19,0&0 1x- 29' • 9lilE 0 1 1 1 4 uHOW W wow A TAM 18.0&01 1 23•-2d0' 0 / s 1 9 00 I CROSS SECTIONS & INSTALLATION I J ROSOWSKI I ICASEMENT WINDOW DETAILS - LM & SM 108108/12 1 CA -740 I NTS 1 2 OF 10 CASEMENT (X) FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW SIZE AND GLASS, 2) KNOWING YOUf i ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3. SHEET 4. 3) FROM SHEETS 6.0, FIND THE SHEET FOR YOUR GLASS TYPE FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED MES14 NNFRESSM 0PS!•7 FOR StAIGLE RMtNDOLM3, ALL ANCMROROUFW. 4) DIME NSIONS SHOWN ARE TIP -TO -TI'. FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR MIGHT DIMENSION SHOWN ON THE TABLES. . . ... . . . ... .. .. . . . .. .. . • . • . . . . . . . . . ... . . . . ... CASEMENT / CASEMENT ()OC) AWNING/ CASEMENT/ FIXED CASOEV-pWO).' FlOURE 1: r— 1('. SEE NOTE T. TAB SHEET • • MLN.#12X1'SMS THROUGH A INSTALLATION HOLES j MOI. # 12 X 1' SRS THROUGH INSTALLATION HOLES 740 GERIZB740 SERIES CASEMENT E ERROR FRAC ASSEMBLY CASEMENT WIDOW n TUBE �N� V HORIZONTAL SECTION C C 740 SERIES AWNING •. 1••• •• VAVDOWANCNORSREWIRD' 3) FIND THE DESIGN PRESSURE FROM THE TAMES LAMM TESIGNPRESSUREM FOR WWDOWSATTAOHEDTVA VSWICALFRNUE LYTUBE' OR -MESON • �NLlfASSEA�LYTiAENtTTES THE NUMBER OF ANCHORS MIST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIF -TO -TIP. NEEDED IN THE HEAD, BIN. AND JAMBS OF YOUR WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT 004ONM SHOWN ON THE TABLES. • 4=20ENSIO 2%EACH 6) INSTALL AS PER THE ox"VIDUAL WINDOW.FORSIZESNOT INSTRUCTIONS ON SHEET 2. SHOWN, ROUND LIP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740•SERIES PRODUCT {OASEh ENT, AWMNG OR MW CASEMENT) MAY SE ATTACHED TO THE FRAME ASSEMBLYTUVE.FOR AM MOM. USE THE %% XMS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LI(e01AM NIS. 740 SERIES CASEMENT VOIDOW FRAME —ASS8VISLY TUBE MIL#12X r SMS THROUGH INSTALLATION HOLES 740 BERtES - FIXED CASEMENT WINDOW' VERTLCr1L SECTION M 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE. SIZE AND GLASS MAKEUP. WE FIGURES 18 2. THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 8) USING THE TABLE LABELED 2) FROM SHEETS 60. FIND THE SHEET FOR YOUR GLASS TYPE. VAVDOWANCNORSREWIRD' 3) FIND THE DESIGN PRESSURE FROM THE TAMES LAMM TESIGNPRESSUREM FOR WWDOWSATTAOHEDTVA VSWICALFRNUE LYTUBE' OR -MESON (TABLE 2. SHEET 4), DETERMINE PRESSURE M FORWAIDOW3 ATTACHED TOA HORN WAL FRAIREASSEUKYTUW DEPENDING ON WHICH WAY THE FRAME ABBEMBLYTUSE 18 ORIENTATED. THB THE NUMBER OF ANCHORS MIST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIF -TO -TIP. NEEDED IN THE HEAD, BIN. AND JAMBS OF YOUR WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT 004ONM SHOWN ON THE TABLES. 4) USING THE TABLE LABELED VNDOWANOMRS REAUIRED` (TABLE 2. SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED 04 THE HEAD, SILL AND OF 6) INSTALL AS PER THE YOUR WIN iL INSTRUCTIONS ON SHEET 2. 3) RLL WI ows IN THE CONmNATION UNR MUST w - ABLE TO INDIVIDUALLY COMY %mm THE REQL)IREMENTS � Tt�It RESPECTIVE NDA 4) FRAME ASSEMBLY TUI3E TO BE FASTENED TO WIC. AS SHOW IN DETAILS, WITH MIN. S12X r SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTRYAS THE OPPOSITE FRAME MEMSM EXCEED 82' IN W==ED l INA W FLAPIGED WINDOW) OR BE USED IN TEE OR CROSS ,QOAFIGURATIOW B) THE FRAME ASSEMBLY TUBE IS NREQUIRED TO BE CLIPPED TO SUBSTRATE, ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 7) FOR ALL COMBINATION UNITS. ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAL FROM EACH SUE OF THE FRAME ASSEMBLYTUSE Annaaca ea cmpnpla3 o0h t� NTorlde i Date F Nps 0 d � By , QIII I �LYNM �`�'�'�•'ytCENSF'•.�Fn �� ' No. 88705 * ' 3! 13. 0 ST TE Of P 8) INSTALL AS PER THE 04STRUCTXM ON SHEETS 2.3. NOTE THAT ADDITIONAL. ANCHORS THROUGH THE tAEM W FRAME INTO THE SUBSTRATE MAY 13E REQUIRED (SEE zs " ° ' �i�� • u V "��' SHEET 2). AND THAT MIN. #12 X r ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAM ASS YTUSE (SIE: DETAILS ON THIS SHEET) 28'+ 1 t P limaN � s� V QIII I �LYNM �`�'�'�•'ytCENSF'•.�Fn �� ' No. 88705 * ' 3! 13. 0 ST TE Of P 8) INSTALL AS PER THE 04STRUCTXM ON SHEETS 2.3. NOTE THAT ADDITIONAL. ANCHORS THROUGH THE tAEM W FRAME INTO THE SUBSTRATE MAY 13E REQUIRED (SEE zs " ° ' �i�� • u V "��' SHEET 2). AND THAT MIN. #12 X r ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAM ASS YTUSE (SIE: DETAILS ON THIS SHEET) 28'+ 1 t P NOTES: 7) ANCHOR MUST EXMM A A M MUM OF STHRBAOS BEYONDANY METAL SUBSTRATE. 2) ANCHORS MAY BE HEOMM, PANHEAO OR FLATHEAD. . . ... . . . ... .. .. . . . .. .. . . . . . • . . . . . . . ... . . . . .. . S"Ubbw Lm tD w •ca n , • •4 • • • • • PVB• •SCP • • • • tis 1!4� (1)tp 3& • • • • it ea* wd 936' tw0•C•• ••• •• o> �. • • • �,enrat+tr �ne.d 00 mexo.a• erre:lo 4 • UA 1}I8 TASLF FOR ALL WIMM PER THe ELEVATIONS ON SLEEP 1. DIMEPORMSNOWNARE WBQDOW TIP -TO -TIP. 2) FOR SIZES NOT SHOWN, ROtM1P M TNFNEXTAVAI ABLE VOMORHEIOHT DDOENSION SHOWN ON THETASLE. EXAMPLE 1: FOR WINDOW COMBINATION SHOVM BELOW, IWANNFALED SW IAN. GLASS. 1fi• MSS M ANCHM WTO CONCRETE. 4W GOPSP DP REOU RED. NO ANCHOR PLATE A) FROM TABLE U. ANCHORS C & D ALLOW A DP OF +70 80. S) FOR THE JAMS. FROM TAKE 3. ANCHOR TYPE C HASTHE ANCHORAND SUBSTRATE DEMO AND DOES NOT RECUUM THE ANCHORPRTE. C) FROM TABLE 2.8 ANCHORS ARE MKWM IN EACH JAMB. O) SU ARLY. 2 ANCHORS ARE REQtMW IN THE HEAD & SRL. Flarida ` out* c Wolf Predtal $i N � N ice ��o o a ca ��•��tpN't VAN � � Na 58709 •. � ' =� s TE'IFf �'�Ss�ariAL HEEMOEM ��crTr^m •^?^�i-�i�tir�rsan>it ooa�oo��om�©oa�oros�r�or�oor CiliaNow �KTir[1�i_ it] . maa•R"lf'7Ex a iMfi! ,It• S_Y�K�i`TcT� t' _ -° oDDoo©OAOOD©DOOOO©�©© ^ 1111��it(ttltTi:litZ�! 30MR-A677 MUW AIsi:rrrwf D■v�root�otvor:�o�nooa�tvs�roAoor�r;�o (Fx M• " M WKrrA WM— SOMIM 1t�i1 ,0000000©o©000©0000©�u© �;r•�� itF3L��1 t�•ji ili�T4�ii(t tttl b i'C t i 0��u00000tv0000000los�o■r�olclin �o©v000000©©■oo©ooQotvviia tttttliu' �:^z:;!'ri �IIIi 7 tit(tE3i ttitQiCii � t�tl� ��o � �;©r©10oo00©100©0000©tv�adr�-�.��r.� oor00000000rvoi0raooaorvr�:rr�: 0■vorono�ooa�o�aa�oroAoo■r�ci■�or��, �,t©1111[3000©r©o©oo©Qiot©o0©loo© ��0000it0000r�■000000r�oraouo WARM" """"MAMA '� �:�" :DOtOODD000OOOODOODOO©��, ��.00ivooioomio■r:�ooiomorvinoomo �t�o�n�D0�t70�00�� NOTES: 7) ANCHOR MUST EXMM A A M MUM OF STHRBAOS BEYONDANY METAL SUBSTRATE. 2) ANCHORS MAY BE HEOMM, PANHEAO OR FLATHEAD. . . ... . . . ... .. .. . . . .. .. . . . . . • . . . . . . . ... . . . . .. . S"Ubbw Lm tD w •ca n , • •4 • • • • • PVB• •SCP • • • • tis 1!4� (1)tp 3& • • • • it ea* wd 936' tw0•C•• ••• •• o> �. • • • �,enrat+tr �ne.d 00 mexo.a• erre:lo 4 • UA 1}I8 TASLF FOR ALL WIMM PER THe ELEVATIONS ON SLEEP 1. DIMEPORMSNOWNARE WBQDOW TIP -TO -TIP. 2) FOR SIZES NOT SHOWN, ROtM1P M TNFNEXTAVAI ABLE VOMORHEIOHT DDOENSION SHOWN ON THETASLE. EXAMPLE 1: FOR WINDOW COMBINATION SHOVM BELOW, IWANNFALED SW IAN. GLASS. 1fi• MSS M ANCHM WTO CONCRETE. 4W GOPSP DP REOU RED. NO ANCHOR PLATE A) FROM TABLE U. ANCHORS C & D ALLOW A DP OF +70 80. S) FOR THE JAMS. FROM TAKE 3. ANCHOR TYPE C HASTHE ANCHORAND SUBSTRATE DEMO AND DOES NOT RECUUM THE ANCHORPRTE. C) FROM TABLE 2.8 ANCHORS ARE MKWM IN EACH JAMB. O) SU ARLY. 2 ANCHORS ARE REQtMW IN THE HEAD & SRL. Flarida ` out* c Wolf Predtal $i N � N ice ��o o a ca ��•��tpN't VAN � � Na 58709 •. � ' =� s TE'IFf �'�Ss�ariAL HEEMOEM ��crTr^m •^?^�i-�i�tir�rsan>it CiliaNow �KTir[1�i_ it] . maa•R"lf'7Ex a iMfi! ,It• S_Y�K�i`TcT� t' ^ 1111��it(ttltTi:litZ�! 30MR-A677 MUW AIsi:rrrwf (Fx M• " M WKrrA WM— SOMIM 1t�i1 �;r•�� itF3L��1 t�•ji ili�T4�ii(t tttl b i'C t i ttttttl� �� tttttliu' �:^z:;!'ri �IIIi 7 tit(tE3i ttitQiCii � t�tl� NOTES: 7) ANCHOR MUST EXMM A A M MUM OF STHRBAOS BEYONDANY METAL SUBSTRATE. 2) ANCHORS MAY BE HEOMM, PANHEAO OR FLATHEAD. . . ... . . . ... .. .. . . . .. .. . . . . . • . . . . . . . ... . . . . .. . S"Ubbw Lm tD w •ca n , • •4 • • • • • PVB• •SCP • • • • tis 1!4� (1)tp 3& • • • • it ea* wd 936' tw0•C•• ••• •• o> �. • • • �,enrat+tr �ne.d 00 mexo.a• erre:lo 4 • UA 1}I8 TASLF FOR ALL WIMM PER THe ELEVATIONS ON SLEEP 1. DIMEPORMSNOWNARE WBQDOW TIP -TO -TIP. 2) FOR SIZES NOT SHOWN, ROtM1P M TNFNEXTAVAI ABLE VOMORHEIOHT DDOENSION SHOWN ON THETASLE. EXAMPLE 1: FOR WINDOW COMBINATION SHOVM BELOW, IWANNFALED SW IAN. GLASS. 1fi• MSS M ANCHM WTO CONCRETE. 4W GOPSP DP REOU RED. NO ANCHOR PLATE A) FROM TABLE U. ANCHORS C & D ALLOW A DP OF +70 80. S) FOR THE JAMS. FROM TAKE 3. ANCHOR TYPE C HASTHE ANCHORAND SUBSTRATE DEMO AND DOES NOT RECUUM THE ANCHORPRTE. C) FROM TABLE 2.8 ANCHORS ARE MKWM IN EACH JAMB. O) SU ARLY. 2 ANCHORS ARE REQtMW IN THE HEAD & SRL. Flarida ` out* c Wolf Predtal $i N � N ice ��o o a ca ��•��tpN't VAN � � Na 58709 •. � ' =� s TE'IFf �'�Ss�ariAL rnm e m -'Lw IQ L.l11Vi1 Ira .,,� - ...,.. rvq - HIO 4) 718° LAM). IG: (118° AN - 7118° AIR - JVVINDOW wEHHT -4 w SEE SHEETS & 4 FOR . . under 23' DUIP Preaeu/ (PW Sftl& WbW4=, AP AOlaa GMM wmft v YVidth 26-161V 2744• w 33 -Ur 36' 3T . urder23' +701->a + +701-90 +701410 + .>W +TOM +7011 . 28.18!18" +7W4O QW -90 +70140 *701-90 +7W410 *70190 +7W.W WHmtoviWlmh 3"W +10h40 +7W410 +7W40 +701.80 +7&40 +70140 +701-11 ... . . +7W4O +70140 +701-90 +70!98 +70140 +701.80 +7W41 8o9u8 +70/ q0 *WQ W +701.80 +M -W +M40 +70!-W +7N 19 2 +701. +70140 +7W40 *7W40L8 +701410.8 +701 77.7 Anchor %M 83' +TOM +70148 +7W410 +7W4W,3 +707-78.8 +TW737 +701-70.1 C +7MM 72" +701.90 47WW.22 +70177.7 *6W71A +801824 +W-80.8 +1-68.3 8 +7 -08 TV +7W40 +701-94.8 +74.76.7 +1.87.3 +I- OLS +1- 87.2 N- e +70!.10 84' *701.116 *701.80.4 +7171.3 480/-62.1 +1.892 +M% +701.90 rnm e m -'Lw IQ L.l11Vi1 Ira .,,� - ...,.. rvq - HIO 4) 718° LAM). IG: (118° AN - 7118° AIR - JVVINDOW wEHHT -4 w SEE SHEETS & 4 FOR . . ... . . . ... . • . • . . . .. .. . . • . . . • . . . . WHmtoviWlmh . . ... . . . . ... •• • • • •• ••• •• •• • • • • • ••• •• DeeW Ptmwo QmQ for V&I* rs Atta4hsd to a Hadzmdal FrameAssame7y Tube Wm44w1A9d01 oder23' I 26.16N8' I 27-Wr 3V 33 36 AOWW--r Anchor 0.. 1 , I w AuolorOrouO Anahw0lrouP AastorObeuP 1) SEE EET 4 FORADUMONAL SAMM E CUPWISM110N& 2)SEE 94EET 4 FOR WMSE tRIMMMM 3. FRAME 11ERH+T 01Y 18• MAX. AfKltitlONAL ANCHOR (411F RE(L L -4W0�04Y WmTH SEE SHEETS 1 & 4 FOR VV09DOW ANCHOR LOCATIONSAND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS RECAURED FOR THE FRAME ASSEMBLY TUBF- SEE SHEETS 1 & 4 PDR VWNDO NANCHOR LOCATIONS AND CUANTITIES. $EE SHEET 3 POR ANY ADDITIONALANC10R8 REQUIRED FOR THE FRAME ASSEMBLY MBE. r o a 0 0 0 N Z Ao o � � REV Sao 0 taz U * No. 58108 �f ' w :0 STATE OF �. i��jipsl�NA� �r1`�• A L)1$ MI6.tER. P.E. Deslo PremeVMfor WladorvsAOachaAtoaVe*WF Assem*TWe WHmtoviWlmh m undet23' 28.18!18" 27314' 33.112• �sr Anchor Omgf AnchorGroup Anchor %M Arxhw Grout Anchor Grap Anchor GmW Anchor Group A undar23" +701-90 B -MG C +7MM D +?W-90 A +7111-90 B +78? -W C&D +70!•98 8 AC&D +M.90 +7d -1q B .-M AC&D a70/ -9D A +78898 8 +7 -08 C&D +78!-80 8 .M40 AC&D +781-121 B -;- -" AC&D 7781.98 26-IWIW +7W-90 +701-90 +70!.10 +701Ep +70140 +701 -OD +701.98 +70140 +7640 +701-0 +M% +701.90 +MW +70190 +701.98 *701-0 *M -W 4701.90 3831$• +M -W +701.71.8 +7W-90 +?WvW +70191 *70f -W +M-90 +M-90 +78••90 +701-W +7W9D +70M +M90 +70140 +701-90 +701-10 +W40 +701.90 48" +701-73,1 y-9.3 +70198 +701-M +WS +781-90 +70198 +70140 +701.90 401.87.8 +TWO +7W -W +7W48.6 +70148 +701-90 +7W -W QW438.8 470140 50!48" 0.89:3 +1-%3 +701.90 +70190 +1.81.4 +701.9D +70140 470140 +70140 +701.832 +7W.SD +701.90 +7W-74.8 +701.90 +70189.2 +70140 +70194.3 +70199.2 88" 04i&8 +1.48.8 +701.84.7 4701.90 0.81.8 +701411.2 +70190 +701.75.8 +701.90 +701.782 *70141&5 +701 80.3 41129 +7W40.4 +701x6.2 +701.77.7 +7W..71.2 +701.74.3 83•` 0.55.7 +1.438 +701907 4701895 +1493 +7W-77.3 +7WM1 +701.72.9 +79-W +1.88.!) *701-84.3 +7W -78,S +/6B@ +701.78.8 *70171.8 +70!737 H87.8 +YW.7Q1 DeeW Ptmwo QmQ for V&I* rs Atta4hsd to a Hadzmdal FrameAssame7y Tube Wm44w1A9d01 oder23' I 26.16N8' I 27-Wr 3V 33 36 AOWW--r Anchor 0.. 1 , I w AuolorOrouO Anahw0lrouP AastorObeuP 1) SEE EET 4 FORADUMONAL SAMM E CUPWISM110N& 2)SEE 94EET 4 FOR WMSE tRIMMMM 3. FRAME 11ERH+T 01Y 18• MAX. AfKltitlONAL ANCHOR (411F RE(L L -4W0�04Y WmTH SEE SHEETS 1 & 4 FOR VV09DOW ANCHOR LOCATIONSAND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS RECAURED FOR THE FRAME ASSEMBLY TUBF- SEE SHEETS 1 & 4 PDR VWNDO NANCHOR LOCATIONS AND CUANTITIES. $EE SHEET 3 POR ANY ADDITIONALANC10R8 REQUIRED FOR THE FRAME ASSEMBLY MBE. r o a 0 0 0 N Z Ao o � � REV Sao 0 taz U * No. 58108 �f ' w :0 STATE OF �. i��jipsl�NA� �r1`�• A L)1$ MI6.tER. P.E. TACH c A. TA411 a a- . . H . DWIPPres - jgafjbr Sk& VR*V^ ADAWW GWW . ... %Vnbwwmb . ...... w du Zr 25.18118' 27314• 30' 39-U2' 35' . t=W2S' +891-130 +94130 +94.134 4414130 +W-130 +W --13D +801 -IM 26.1811W +94130 +94430 +W.130 +94.139 +801438 +910130 *901-13o 3WW +94-130 +84130 440130 +94133 +84439 +99.130 +80V-130 mNks 23` 48' +W430 +80-130 +84139 +90-730 +801.138 +W-130 +84--130 Al 6"W +99=130 +84130 +W.130 +84130 +0130 +80-13D +84.130 A 80' 1 +84130 +M/3O +901130 4801.130 +9(k-130 +901130 +84.134 +74821 or +94.130 +84-130 +94-130 +84-130 +-1 801 +W13D +84-12.8 B TP +94.130 +84.190 +90Y•130 +94-130 +801.1.1 +9011225 I +84.113.8 Al-IM410 78' +9N 130 *84.130 +0430 +94-130 1 +W-124.1 1*901-118 71 +84.107.8 A &1' +84-130 +84130 1 +844130 1 +84-130 1 +84.118.4 +74-110 fl+M-9D TA411 a a- . . ... . . . ... .... . ...... . . . . . . . . . . . otf e� tetder Zr 26101t8° 273x4" 90° C7 r ll2' 35' . . ... . . . . ... • • 2) 7116" LAMI (3116 Al, .OBD;SGC -:11Q Ai) • • ': : • • • • • • • • WINDOW HEMW •• • • • •• ••• •• -4 wimm YAM _j SEE SHEETS A 4 FOR WINDOW ANCHOR LOCATIONS AND QUANITM s TAN R 4h DWP Pmome O+sl) to Windows Aoadiadto a HwiaoM Frmr a Ass=* Tube DesIm Pressme (per far Windows AOact•d to a VaUcEd Fma Assgd# Tube W Ythd 4Vtdit m Z otf e� tetder Zr 26101t8° 273x4" 90° C7 r ll2' 35' J 3T Anchor Omup AmIla Orap W AndW 04o1p mNks 23` Anchor 011010 O 2616115' 27314' Af"emp 30" Al 33t/2' A9 35" 8 &CAD 3T B CAD A AwW Qmup CAD Arn bw 6roap +74.90 AW w Group +7490 Amo m Om +74821 Andw Group +7488 Anehm Oraup +74" Andw Gmup +70.74.3 x70-" A B C +70-0 A 5 +701.90 8 A CAD Al-IM410 QW -90 CSD A B CBD 8 ACAD A e CAD 1 +7498 under 23' +74 -OD +701.90 +74-110 fl+M-9D +74.98 +M-9974-98 +7490 +70-00 +70140+74.90 479.20 +70/93 +7N-90 +74-90 +74-90 +74.90 +74-99 +74-90 +7433 +781-90 *74-3 2615f18' +74-90 +70140 +740 +7999 +7490 +70f.W4-90 +74.90 +74=99 +701.Wt78t-99 +701.80 +74-8 +79-W +74.9D +701.90 1701-0 +74.98 +7N -W +7088 +74.98 474.80 38318' 174.90 +701-71.8 +70f� *74.98 +701.81 +74-997 +701.x! m +74-90 +701.90+701W +799D +70-8 +701.80 +701 -OD +7498 +7 90, 1M -W 178/ 90 *7489 +74.90 x74.88 48' +79-731 4167.3 +701-� 170190 +W.8 +74.807W _#7W +7490 U+7W490+7W-W -W +70140 +74-98 *%490 +74.90 +701.9D +74.90 +701.9D N0/.% *74.9D +74-W +74.88.9 +74-W *701-90 50-W +M.3 +1.54.3 +7499 +7490 +181.4 4W.W701-W +7090 +7490 +70149 +7490 +701.110 +7d� +7448 +7980 +74.8&2 174.90 +7N 50 +701.84.3 +701.90 +1.448 +748x.7 +7490 +1.61.8 +70.81.20.75.9 17090 +7499.8 *70.90 +7090.3 +7478.8 +7098 +701.7&2 +3490 +moo *74712 +ma 83° +lSS.T 4/430 +7480.7 47W-895 +149.3 +7(-.77.3a4Z3 +21 +748`7.3+701-90 +79.78.5 +7474.8 +70'-90 +707718 478/90 +7p184g -87.8 +701 TAN R 4h NOT64: 17z -g , 8T4FORADDRIONALBAMP.ECONRGURATKM 218EE 0MET 4 FOR 8NU8M REQU948NENB. WINDOW FRAME H®JC 44�T� ASSEMBLY TUBE 10' MAX. ADDITIONAL ANCHOR (4}, IF REO. W940tNM WIDTH SNE SHEET81 A 4 FOR WO+DOW ANCHOF LOCATE AND COAKWISS. SEE SHEET 3 FOR ANY ADDITIONAL ANCHM REQURRED FOR THE FRAME ASSEMBLY TUBE. FRAME 10'MAK A88E+LY 7110E T_ WINDHEIG: FWm mom 41 IF REQ. SEE SHEETS 18 4 FOR WHO W ANCHOR UMTION8 AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. +161+CHVNd a4COnIpi71y4 � 148 DFaiNo UR" 7oT BM,OAB P Byi DWP Pmome O+sl) to Windows Aoadiadto a HwiaoM Frmr a Ass=* Tube e W Ythd 4Vtdit Z otf e� tetder Zr 26101t8° 273x4" 90° C7 r ll2' 35' J 3T Anchor Omup AmIla Orap And4m G" AndW 04o1p Antbe Ormtp Anchor 011010 O AasllmOra* Af"emp Al A0 A9 A0 8 &CAD A B CAD A B CAD tm tr2r +74.90 478188 +7490 +74.% +74821 +701.90 +7488 +707&5 +74" {7490 +70.74.3 x70-" 2616118' +70!'.90 +70-0 +7493 +701-0 +701.90 *7440 +7488.8 QW -90 +7d -W +74.84 *7W.W +70.28 is . Na. 58706 ' 384• +79.90 {79-0 +701-M 1 +7498 _+109_0 +7990 +7494 +74-0 +74.10 *7&90 +7440 +7490 4a $ 48' 479.20 +70/93 +70193 +74.98 +701-90 r74r-0 +70140 +7490 +7098 +74OD *74-3 +70-w w6v x7490 +7999 +701-90 +781OU +74.90 +7090 +7040 +701.80 +74-8 +70A0 +70-8 +74.90 E 86` +74-11 474-8 +74.90 474.80 -M 474-90 +78!98 *7490 *74.98 +7480 +74.98 +701.x! y 83' +799D +70-8 +7493 *70190 +7490 +7d -D +74-98 +7498 +7490 +7498 x74.88 +70.90 72 x70194 170190 +74190 r74W _#7W +7490 {7998 +71Y•90 *%490 +701.90 +7993 47490 x7990 TV +701-0 47098 +701-9D *701-90 +w -w +79-90 x7490 +7490 +7490 +7" +701.98 +7090 84° +7490 +7490 x79.90 47490 *79.90 1701-� NOT64: 17z -g , 8T4FORADDRIONALBAMP.ECONRGURATKM 218EE 0MET 4 FOR 8NU8M REQU948NENB. WINDOW FRAME H®JC 44�T� ASSEMBLY TUBE 10' MAX. ADDITIONAL ANCHOR (4}, IF REO. W940tNM WIDTH SNE SHEET81 A 4 FOR WO+DOW ANCHOF LOCATE AND COAKWISS. SEE SHEET 3 FOR ANY ADDITIONAL ANCHM REQURRED FOR THE FRAME ASSEMBLY TUBE. FRAME 10'MAK A88E+LY 7110E T_ WINDHEIG: FWm mom 41 IF REQ. SEE SHEETS 18 4 FOR WHO W ANCHOR UMTION8 AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. +161+CHVNd a4COnIpi71y4 � 148 DFaiNo UR" 7oT BM,OAB P Byi W �t � Z otf e� + C7 r J O LC aMy I- R � o t!3 Vj i d 4 O $$ry5. ipZ6� III I `\\ ONX LYN �CENSF.ff�/i� is . Na. 58706 ' �� •• STATE OF .•' !(/ • • • • • • • • • • • • ••• • • • • ••• Ell: FOR GLASS TYPES: • 3) 7116" LAW (3116 HS -.OW SGP - 3(16 Haj; ' i • i i i • • • i i • "•°Qd ""'ro btu gw 7) 718" LAMI. IG: (31160 AN -1W AIR - 3116° FIF - .08�" SGP: 3-16%" • • °' 9) 70 LAMI. IG: (3110"T -1W AIR - 3/16" Wo -it *GP - 3N16" HS)* • • • • � deProaoa gy WINDOW •• • • • •• ••• •• • • • • • • • • Hgt#i7 • • • • • • • • • • • 1 • • • • • •• • • a IWI�� •• • • • • • ••• •• WWTH SEE SHEETS t &4 FOR WiNDOWANCHORQW.. r„ LOCATIONS ANOQUANTRim T to l< F0 Q7 z T 12: N t r -+ o N WO 0 AZ Z a a g t� IS2 Q .O � rn U I FRAME m U TABLE 13, teA>L 1 �v TUB6 e ggm; Wkft H91GHT HEl1BtQT ABBE9I�.Y W('4�7=01 Onrup••�--IWMAXo $ w 4I SEE MEETS 1 & 4 FOR VMWOWANCHOR ANCHOR ids OR DATIONS � OIJHPi HT S SEE SHEET 1141 I I / REQtMMD 3 FOR ANY � THE LFRAME ANCHORS AS�ABLY ��`LYN 0.......... � ',,iii ws"'OW TUBE. �; •' \GENS`•t p .-� WIDTH SEE SHEETS 1 & 4 FOR WANCHOR = * No, 88705 DATIONS AND GUAt41TT &SEE SHEET / 3FOR ANY ADDIT10NALANCHORS IQUIREOFOR THE FRAME ASSEMBLY TUlit< STATE OF : -61 EaT 4 FORADDmoHAL tE ATrorts. S1ON1111 � 2j8EE BHEET4 FOR SNLq ER A. �>>7SAWOB P.E. �9gPreasure¢,s9totskgleWfntlaws,A9Afeol�Gra�ps Wl�wmm uMerx+• 18.18!18' ar•314• so• 33•it2' 38• 3T tnldet 23 r�/-1� +1.130 +80b130 +tom -930 *90h13D F+=GW-i3O +9�130 28•t&10" *80613D +Ba•130 +9pF730 +�1.19D +80f-1� 130 39.318' +1�-130 +801.130 +t70F130 +fir-1�+901-1� +�1-1�48' +80t-130 +x•138 +8�•1� s�N•130 *�1-t30 +t10t-1�W5118' +901 -ice +9p/-138 +iIOY-130 +8m•130 +80!•130 +g0/-1�80`+BW130+8a-930 *igh130 +8a-1� +80t-130 e801-1�83'rd�t13080/•1+80F730 +80t•930 +801.1311 801-1� +8a•130 72' +00/-130 *00130 s8�-130 +x/•130 +80h130 +110/-130 +tl�-1� 78• +gp!-� +tl�-1� +OQ/ 130 +W-134 Deft Pras•He !t•AtoeVlb�ra Atlaabed to a HalaoMat Fa811e Assembly Tube Deena PrtmsureiPsfl for Wlnda9sA08ched to a VeAicet Form ABsemdy Tobe WOaiar m tmd�23• �-tsHs° zr-sta° 30• xrur WkYb 3s° 3r Atal•t Ani' Anchor W Anchor tinder 23° Anaha'31a4 ZB•iS118" 273t 39° A8 A9 33• B 35 A B 37' A e C&D Atsba GroBp +7x-89 +7a� Audror OruOP +Ta�90 Anchor Dtoup +7a-90 AlcTwr OreLp +7a 78.8 Anchor OfoGl! +7a -9p Aacitor titaep +7a•90 Arrc)mr (2rarp +7agp +7x90 A B C D A B +8W-130 +001-13D +OIN-1� 8 84' +801-130 +901-130 +ph130 +80t-9� +8M•13d A B Deft Pras•He !t•AtoeVlb�ra Atlaabed to a HalaoMat Fa811e Assembly Tube Deena PrtmsureiPsfl for Wlnda9sA08ched to a VeAicet Form ABsemdy Tobe WOaiar m tmd�23• �-tsHs° zr-sta° 30• xrur WkYb 3s° 3r Atal•t Ani' Anchor W Anchor tinder 23° Anaha'31a4 ZB•iS118" 273t 39° A8 A9 33• B 35 A B 37' A e C&D Atsba GroBp +7x-89 +7a� Audror OruOP +Ta�90 Anchor Dtoup +7a-90 AlcTwr OreLp +7a 78.8 Anchor OfoGl! +7a -9p Aacitor titaep +7a•90 Arrc)mr (2rarp +7agp +7x90 A B C D A B C8D B C&0 A 8 C$D A B C80 8 A,C&D A B C8D +7x-90 tmder23° 17a•90 +701.90 17ai>9 +%0/-9D +7�-9D +701.80 +Fa -90 aTW-90 +%8�•� +787-90 +Fa•90 +Ta -90 +Fa-� +701-� +%a90 +T8!-� a7a-90 aFa=.� +%Ot-99 aT8690 +la•90 28.1til98• +7a•� a7a-90 +TN--)� r7a90 +TQ/ -80 +781-90 r70/•� r70U90 +7q•� s70/-� a7a-�i a7a•9D +70r-90 a701.90 +7m-90 +7a•80 +Tp7.9p +70V-94 s701.90 +7a� +7a -w 38.3t8- r7a90 +Ta -71.8 +7a90 +78/90 +7a.81 +701-9D +RI/.� ai0h9D aRy� +TQ1.90 r7a.� +7a-90 +70R9p *791A0 +7(yS0 +7a•90 +70190 a7Qf.80 a791.9D +791.9<I -74490-F 48• +781.731 x131.3 +Ta.� s70t-80 H•84.8 +70!•90 +T8/-� a7�� +7g90 s781.8E1 +701-87,8 +701.98 +Ta•� +701.90 a7pP9D +7a-90 +FW.gO a7�-98 a7a•80.9 aTa-� SQ•a6° +1�.3 +/-BA.3 +7x90 a7a90 a!•81.d +70190 ala -90 +70f-90 a7a•83.2 a70J� +7a•W a7W.89.2 +7x90 +pp1.� a7(Y•94.3 x781.90 �" +198.8 a!•dfi.8 +70!•847 elOC90 N-84.8 +TIY-81.2 a7111.� +70f X9 +TOC -90 +Ja-89,8 +7x•70.2 aTp1.9p +7a.8p.3 am +7a•7&2 t7a-99 aTa.� s7a-F1.2 +TOt-� 83° +1•$B.F +!«p.8 +FO%887 +7a•89.8 H•48.3 sTOV•77.3 +7x•90 ala -723 a7a90 +7a•BS.3 +/-88,9 a7a•90 +7a-78.6 +7a-71.8 rTa-9D +7a.�.6 +1.81.8 +78/•� Deft Pras•He !t•AtoeVlb�ra Atlaabed to a HalaoMat Fa811e Assembly Tube WOaiar tmd�23• �-tsHs° zr-sta° 30• xrur 3s° 3r Atal•t Ani' Anchor Anchor Anchor Arroboc Anaha'31a4 AAe!>ac3mup A9 A8 A9 A9 B A,CaD A B C&D A e C&D tmder23° +7x-89 +7a� +1a-gp +Ta�90 +?01$1.1 +7a-90 +7a-80 +7a 78.8 +701 -OD +7a -9p +7a-74.3 +7a•90 28.1879 +7agp +7x90 +7a-80 +Tam +7x•90 +T(y� +Ta�88.8 +701-90 +7pF90 +7x•84 +x/-90 +701-80 385;18° +7a� *76'� +Ta�gO +7a�90 +76�-� +7x•98 +7a-98 +A»-80 +781-80 +7x-90 +7a90 +7x-90 48' +7aaJ0 +jlygp +7x•98 +7a�90 +7a•90 +7x•90 +7x-90 +7a9D +701.90 +7x-80 +7x90 +78/-9D 1 +7a� +7a•aT +�'�80 +TaAO +7a9a +la•90 +7x-98 +781.90 +Mh9D +7a-99 +7x-90 •7a-80 �° +7x•98 +Faa1 +1a-90 +7x90 +7a -so +7a-80 +TO' -90 +T0�90 r7a-9D +79r -9c +7a-90 + 83" +7a9D +7a -w +7a-90 +7a•8D +7a-� +7x-90 +7a-eo +7a•90 +701.90 +10l -9D +70C-90 +7x•80 72'• ,7aSEt +70'•90 +7a•80 +Fa -90 +7a-90 +1x-80 +Fa -90 aF0l-80 -74490-F -044W 78!' rTa90 +7a90 +la•80 r7a�80 +Pa•90 +7a•90 rya -90 +7a�90 +7a -9D +70� 99 +7a-911 +7W -9D 84" +71y-90 +7ad81 +7a�8D +7x-90 +lam +1a-90 TAM C 4A• TAIL C 4R• 15) 7/8" LAMI. IG: (T/8" T - 7118' AIR - T- [I yffimm HEK81T -4 wmm I-- WIDTH SEE SHEM I &4FM WWQOWANCHOR LOCATIONS AND OUANnTm& •• •• • • • •• •• • • • ••• • • • • ••• •••••• • • we• • •• • • • •• ••• •• • ••• • • • • •• • •• • • • • • ••• •• a 081141111 P1Mellle "D bf StlOte t41n bft. All AtMIw Otaups Deagn Pmswm gls8far Wind" Attached to a HWkoMfd Fanov Asse7ahly Tule t IAAdtl1 Dsslgn Presslse 00 for Wtrdam Aftfmd t0 a 1/elDoal Flame Ash Tuba under23• 28.1018' 274W 30• 39 UT 38• 37• ander 23• +7040 +7090 +70140 +7W40 QVIa *7t090 +70140 016/18' +7119.90 +7W40 +7040 +70680 +701.90 +70890 +7W40 363/8" +70190 +7W -W *MW +7W4O +7W.W +7W -W +7090 AWW ar-v 48' +7ww +7040 +7040 +7040 +7W4) +mw +7040 36• 6088' +7W40 +7W40 +7040 +7040 +7040 +7040 +70.80 AnohaOroup I +7090 I +7080 +7040 1 +70.90 0" +7046.6 +7044.6 AI•,wOroUp SW +70690 1 +7W -W I *7040 I +7W90 I +70-72 +W44 +70.78.8 B 1 +7-118 72•80 +7040 +7040+M -WS +78141.6 +8W-70 +-&4 +gW 6yA B +70140 78• +711PW +70.80 +7/tMU *7078,7 1 +8-672 +x/$62 +043.3 ♦70 W 84' I *701-W +7040 +7-89,9 +W -M I +x•81.8 +7W40 +7W90 TAIL C 4R• 15) 7/8" LAMI. IG: (T/8" T - 7118' AIR - T- [I yffimm HEK81T -4 wmm I-- WIDTH SEE SHEM I &4FM WWQOWANCHOR LOCATIONS AND OUANnTm& •• •• • • • •• •• • • • ••• • • • • ••• •••••• • • we• • •• • • • •• ••• •• • ••• • • • • •• • •• • • • • • ••• •• rloTr� I)SEESHEET 4 FOR ADorttCHAt SAMPLE CONFIGURATIONS. 2) SM SHEET 4 FOR SNtIBM R£GIdREaW$. FRAMEVMIDOW "EIGHT ASSEMBLY TUBE 10' MAX. ADDITIONAL ANCHOR ft (4} IF RM yy1N REE SHEM 114 FOR VANDOW ANCHOR LOCATIONS AND QW101 YFEB. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS RECILMD FOR THE FRAME ASSEMBLY TUBE 4""%Wl ar tlnaplytag Hdth the FiurWa i,,ldlag Datx, n: mltJa i7h'' O W z 04 ..w1 P vI O LL WoOD o (L Ll} o 0 ~ Z 52 � Z w �Z E 4t1d Ivwx -H k'f' TUBS Y w T- Womm HEIGHT --I!-- I V (41IF t88a' kr o SEE SHEETS 1 & 4 FOR WINDOW ANCHOR �o s LOCATION8 AND OUANTME& SEE SHEET o � 3 FDR ANYADDITIONAL ANCHORS till I'- REfltUm MtRTHEFRAMEASSPIMBLY % 111!7 TUBE• ��.tt��. �G�nisic •'•�9,''�� ' tom. 5870fi �r '• TE OF� .�0aLp�DP s 11/Ill o,,` Deagn Pmswm gls8far Wind" Attached to a HWkoMfd Fanov Asse7ahly Tule Dsslgn Presslse 00 for Wtrdam Aftfmd t0 a 1/elDoal Flame Ash Tuba wudmt kuh Under23' 28.1018' 273!4" 30` 334i2' ar 3T CDwbdwmtm nrder23• An" AWW ar-v 1181,8' Andw Oraup 274' v AeatarOralp 33-ur Alwiw6ruup 36• 3i" All +718-0 AN 47W40 AN +7046 AndwG" B +7042.1 I A,0&D +701.80 AnohaOroup B +707&6 AnalwtMaup A +7-00 AnftrOroup CMD +701 Arawra" +7W40 AI•,wOroUp AlroWO" *70.01 7 A *7-10 B +70.90 C +7098 D ♦ A +7040 B 1 +7-118 C&0 +701-90 8 A,C&D +7W40 +7048 A +7040 8 +70.80 C&D +7040 A *7W -so B +7W90 C&D +7-80 B +70140 A,C&0 +7040 B 1 +7090 A.0&D +70� +70.88 8' +7040 +M40 *MW ♦70 W +7-91/ +7040 +7W -W +7040 +7-90 +7W90 +7090 +7W40 +7W90 +7W40 *7W4D +7-90 +7090 +70690 +7040 *7040 +TW90 +70140 +7W-71.0 +70.88 QW40 +7081 47W -W +78140 +7040 *70140 +7040 +7-w +70-90 +7040 +70911 *7W40 +7W40 +7040 +70!90 +7040 47W -MG E:4w:W +70.73.1 +(.07.3 +7040 *7040 +We +70140 +7W -W +MOO +7� *TWO *7W.0,8 *WW +7W4D +7-7&8 +7W40 +7040 +7-90 *7468.0 +7040 72• *7W40 +14" */•84.3 +7090 +7040 +181A +781.90 +7040 +7040 +70.80 +7040 +70•&3.2 +70.911 +7040 +7-74.8 +7040 +70 2 +7040 +7W4" +7040 +80472 +8088.2 +80-82 +601882 +70.84.7 +7040 *7.81.8 +7W.g1.2 +70190 +70178.8 +710 +711/-88.8 +7WA0.2 +70-0 +M0 W3 +1.82.8 +7040 +701-762 +7W -&e +TW71.2 +7W KS */ 8 +MIN :70.89.8 +6411 g a7W 77 3 +7040 +70172 3 +7030 *70148 3 +1 N 9 +7090 +7-7&8 +/ 89.8 +70872 +T0-71.0 +70/84 H 87.11 +7079 8 rloTr� I)SEESHEET 4 FOR ADorttCHAt SAMPLE CONFIGURATIONS. 2) SM SHEET 4 FOR SNtIBM R£GIdREaW$. FRAMEVMIDOW "EIGHT ASSEMBLY TUBE 10' MAX. ADDITIONAL ANCHOR ft (4} IF RM yy1N REE SHEM 114 FOR VANDOW ANCHOR LOCATIONS AND QW101 YFEB. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS RECILMD FOR THE FRAME ASSEMBLY TUBE 4""%Wl ar tlnaplytag Hdth the FiurWa i,,ldlag Datx, n: mltJa i7h'' O W z 04 ..w1 P vI O LL WoOD o (L Ll} o 0 ~ Z 52 � Z w �Z E 4t1d Ivwx -H k'f' TUBS Y w T- Womm HEIGHT --I!-- I V (41IF t88a' kr o SEE SHEETS 1 & 4 FOR WINDOW ANCHOR �o s LOCATION8 AND OUANTME& SEE SHEET o � 3 FDR ANYADDITIONAL ANCHORS till I'- REfltUm MtRTHEFRAMEASSPIMBLY % 111!7 TUBE• ��.tt��. �G�nisic •'•�9,''�� ' tom. 5870fi �r '• TE OF� .�0aLp�DP s 11/Ill o,,` Deagn Pmswm gls8far Wind" Attached to a HWkoMfd Fanov Asse7ahly Tule wudmt kuh Under23' 28.1018' 273!4" 30` 334i2' ar 3T An" AWW ar-v AWW Oroap Andw Oraup Andw Group AeatarOralp Alwiw6ruup Onder23' All +718-0 AN 47W40 AN +7046 AD +701.90 B +7042.1 I A,0&D +701.80 A +7040 B +707&6 C&D +7046 A +7-00 B +7074.3 CMD +701 2&18!16' +7W40 +7-M +7-90 *70.01 +7090 +7-80 +MKO +70.90 001." +7084 +7W40 +70M 393/8' +7048 +7040 +7041 +7080 +MOO +70-90 +7-90 +7086 +7046 +70.88 *7040 +7010 48' +78690 *7-80 +7040 ♦7lt/ 90 *TW +7WB0 +70.90 +76790 +7W40 +7048 +7090 +7490 808-7• +7-98 *7040 +TW90 *7040 *WW +TOM +7W40 +70140 +7W40 +7040 +7040 +70040 116 +7030 +7040 +7040 *70130 +7401 +7040 +7048.8 47W -MG +7088.6 +7-848 +7W.84.6 +78784.6 9 83' +7040 *7040 +7030 +7W40 +701.872 +70.0.72 +7084 +70.94 +7-84 +7078.8 +7070.8 *7078.9 72• *7W40 *7-90 +7048,8 +70.81.8 +80170 +80d -TD +80811.4 *80-0.4 *SHWA 480.87.8 +80.67.6 480-7.6 78" +70180+701-0 +78188.3 470787+6WV2 +80472 +8088.2 +80-82 +601882 +8W -W +8W-0.3 +80/-3.3 B4' 47048 +70148 +7-01.3 +60170 1 +681.8 1 *90-1.8 rloTr� I)SEESHEET 4 FOR ADorttCHAt SAMPLE CONFIGURATIONS. 2) SM SHEET 4 FOR SNtIBM R£GIdREaW$. FRAMEVMIDOW "EIGHT ASSEMBLY TUBE 10' MAX. ADDITIONAL ANCHOR ft (4} IF RM yy1N REE SHEM 114 FOR VANDOW ANCHOR LOCATIONS AND QW101 YFEB. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS RECILMD FOR THE FRAME ASSEMBLY TUBE 4""%Wl ar tlnaplytag Hdth the FiurWa i,,ldlag Datx, n: mltJa i7h'' O W z 04 ..w1 P vI O LL WoOD o (L Ll} o 0 ~ Z 52 � Z w �Z E 4t1d Ivwx -H k'f' TUBS Y w T- Womm HEIGHT --I!-- I V (41IF t88a' kr o SEE SHEETS 1 & 4 FOR WINDOW ANCHOR �o s LOCATION8 AND OUANTME& SEE SHEET o � 3 FDR ANYADDITIONAL ANCHORS till I'- REfltUm MtRTHEFRAMEASSPIMBLY % 111!7 TUBE• ��.tt��. �G�nisic •'•�9,''�� ' tom. 5870fi �r '• TE OF� .�0aLp�DP s 11/Ill o,,` TA01.E 17: Deslgs Prue+ 0" for Windom Attached to a HoO=U Form Aeft"y Tele De3191 PcessaeWO kr Wbdm Attached to a Yedkel Fmm Am" Tom a Dean AreeetKe W tr Sigte Wind-, All Anchor GWP Wmdo.Wmh under 2r um•t 23' 4ft-130 28.1&18' +M130 27.3!4' +80F130 3M +ML138 33 -lir +W-139 3s +9P1-138 37• +801-130 Window 25.18H8• +WM +001.130 +90130 +SW 130 +W IW +901-130 +0.138 Amboy 1#100? 36-W +00-139 +90)130 +90-t90 +ML130 +90/-1311 +0).430 +SDI -130 27.3te 48' 49W130 +80)730 +001-130 +90t-130, +9V 130 +9 .139 +SW i3o A +7M 00518` +M-130 +W-130 4W-130 tW,196 *W -13D #W130 4131-130 +70140 BO' 0901-1� + 139 +001-430 +W130 +W 130 +�/-139 4S� 939 Aechor (Roup 83" +90-190 +0)130 +04311 +90)130 +90/-190 4MI30 +807-130 C&D 72' +901-130 +90)-130 +00f-130 +M-130 +001-130 +ON -124.8 +80111&7 A,C&O 78' +901-130 +M139 +9PH30 +90/-930 +SO/ -128.22 4001-11&7 +901 -me 4701.90 84' 4901-930 +x -130+90t--130 470/.90 +70PW +90-11&d +781.90 *MM TAM... 8) 718' LAW. IG: (3116' AN -114° AIR - 3111 8) 718' LAM!. IG: (3/16'T -114' AIR - 3116' WINDOW HEIGHT 1 11 wmm WVDm '-1 SEE SHEETS 184 FDR WINDOWANCHOR LOCATIONS AND QUANTITIES. ,oso; seta-;s11�' �� ' : • •• • • • •• ••• to • ••• 4 • • • e• • • • • • ••• to 11 1 IM 4 EORADDITIO AL BAMM COWPOURATION& 2)SMSHEET 4 FOR Mffl tRREQ11ttEW3470. iW MAX ^�WKDOIN HEIGHT WIPIDOW HE08IT ABSEb�.Y H-� IWMAX --4 y wM �- SEE SHtE=TS 184 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHM REQUIRED FOR THE FRAME ASSEMBLY TUBE. SEE SHEET81 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL. ANCHOR$ REQUIRED FOR THE FRAME ASSEMBLY TUBE. 49pnmdgoal ttt,iae.do o� O J Q � 0 � o SZ 4 W s (L 0: 6 a � � cif •- U 1iNl %�OSyY tYfdN q1j� �i,� � % A10.63705 IV i 0 STATE OF .POOR{... ��b,`9/ONAL Deslgs Prue+ 0" for Windom Attached to a HoO=U Form Aeft"y Tele De3191 PcessaeWO kr Wbdm Attached to a Yedkel Fmm Am" Tom Wed uader7.i 90.10)18" 27.3(4' 30" Window 3S' Air timrop Amboy 1#100? Analmt (#at7P Anoka � Mahe � under 27 /mtmafow 2516118° 27.3te 3v A0 +W4-0 A4 470)40 38.111' All +7W40 36° A,C&D +70).90 A +7M 37° C&D +70)90 A +70) 90 B +70) 74.5 A M OMW 25-INW +701.90 AWW G=P +70140 Amd Gtatp +70)90 Anhw G=P 170)90.8 AWW Gra1p +701.90 Anda GrWp +70190 Aechor (Roup 38318' +70)48 A 8 C D A 8 C&D B AC&D A 8 C&D A 8 C&O B A,C&O A e C&D +701.90 MW 2r +701-W 4701.90 +7W -W +70190 +7V•90 470/.90 +70PW +70) +7V.90 +781.90 *MM +781.90 +M 90 aM4?0 41190 47W40 +7WM +70PW +78190 a7414M x 25-16FW +70).90 47W90 +791-90 +70).90 +7&90 +701-90 +7W40 +701.90 +11V8W +70).90 +7(V90 +78F90 +781 W +70)-80 +701.90 +701-M +70)-90 +70) W +78!.90 470)0 +%0140 30-W +M40 -11V-71.8 +M-0) +70)90 +70).81 +70).98 +78!40 +74.90 a781a 470);0 +7W.SD +7 90 +78-90 +MM +70f.00 NW -90 +78190 +701-0 +70fM +70)90 +mm 48` +78-73,1 --47.3 +70)90 470)90 0.84.8 +70)98 +701.90 +70M +M40 +7940 +70-87.8 470)99 +70-90 +70).90 +70)40 +78190 +70)90 +7014D +70).88.9 +70)99 &OSV +-89.3 +1.84.3 +70190 *?W -W +1.81 +70)90 +78199 +70)-iD +7W40 +78!.90 +7W432 +70).90 a.?W.W +70)90 +70'90 +M492 +7m9D +791.90 +79.84.3 +70).90 88 x-68.6 +11.466 +70)847 +70190 Mal +7W01.2 +7W-90 +701.75.9 +7W90 +70).&4.8 +70.70.2 +70)9D +7W.M3 +7078.8 +71Y90 +70).7&2 +moo +70)40 +701-71.2 +M-90 or +1.68.7 +1-4&8 +701407 +70).89.8 +149.3 +70).77.3 +70)-90 +78'-723 +70)40 +70)48.3 '118&9 +70).90 070).7&S +701.74.9 +70'.9D +70).71.8 +7W -'SO +781-K5 '/.87.8 070)-90 11 1 IM 4 EORADDITIO AL BAMM COWPOURATION& 2)SMSHEET 4 FOR Mffl tRREQ11ttEW3470. iW MAX ^�WKDOIN HEIGHT WIPIDOW HE08IT ABSEb�.Y H-� IWMAX --4 y wM �- SEE SHtE=TS 184 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHM REQUIRED FOR THE FRAME ASSEMBLY TUBE. SEE SHEET81 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL. ANCHOR$ REQUIRED FOR THE FRAME ASSEMBLY TUBE. 49pnmdgoal ttt,iae.do o� O J Q � 0 � o SZ 4 W s (L 0: 6 a � � cif •- U 1iNl %�OSyY tYfdN q1j� �i,� � % A10.63705 IV i 0 STATE OF .POOR{... ��b,`9/ONAL Deslgs Prue+ 0" for Windom Attached to a HoO=U Form Aeft"y Tele ewidON Wed uader7.i 90.10)18" 27.3(4' 30" 31-ti2' 3S' Air timrop Amboy 1#100? Analmt (#at7P Anoka � Mahe � Anzio /mtmafow „ rG, under23• A0 +W4-0 A4 470)40 All +70)90 All +7W40 8 +?142.1 A,C&D +70).90 A +7M 8 +70)7&S C&D +70)90 A +70) 90 B +70) 74.5 C&D +70) 25-INW +701.90 +78190 +70140 +MW +70)90 +79bd30 170)90.8 +70)90 +701.90 +M -S4 +70190 0" 38318' +70)48 478-80 +7W40 04F40 +7W40 +7WO +70)48 +70)-90 +70)90 +701.90 +70)-90 +7W40 48' +70).90 +7090 +TOM +701.0 +7W90 +70 0 +70)90 +701.90 +7W40 +70!-90 +70)-00 +70)90 69-W +70140 +78740 +70)98 +M91) +7W40 +7-90 +70)49 +70.90 *70-90 +701.90 +70)40 +M40 BD' +70140 +7090 +7W.90 +7W40 +7W40 +70).90 +70-80 +7W 90 +70140 +MM +70140 +70)40 or +mm +70)40 +701.90 +70)40 +7-90 +70)90 +70140 +70)40 +70)40 t7lk 90 +%0140 +70) 90 72' +70).90 +70140 +701.00 470140 +7W40 +70.90 +70) 90 +7019Q +7W40 +70)0)9 +701.90 +70)90 701 +70140 +70)48 +70)90 +70140 +70140 +mm +70)00 aJW90 +70)90 +?am +70)80 +M40 84 qwa +78140 ZOOM +70)90 t70140 +70)90 11 1 IM 4 EORADDITIO AL BAMM COWPOURATION& 2)SMSHEET 4 FOR Mffl tRREQ11ttEW3470. iW MAX ^�WKDOIN HEIGHT WIPIDOW HE08IT ABSEb�.Y H-� IWMAX --4 y wM �- SEE SHtE=TS 184 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHM REQUIRED FOR THE FRAME ASSEMBLY TUBE. SEE SHEET81 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL. ANCHOR$ REQUIRED FOR THE FRAME ASSEMBLY TUBE. 49pnmdgoal ttt,iae.do o� O J Q � 0 � o SZ 4 W s (L 0: 6 a � � cif •- U 1iNl %�OSyY tYfdN q1j� �i,� � % A10.63705 IV i 0 STATE OF .POOR{... ��b,`9/ONAL TAM F 9B• Ism Dkug. # ttearip- Material I 7002 Maln Frume Head, SBI &Jamb 8083-1BAlmn. 2 7071 AndwrPlate ws%-TOANim 3 70M Sash T Bottom &side Ran SOWTBAkan. 4 700$ Frame Corner K a" 5 7009 Sack Comer Ke Steel 6 7078 Frame Gasket Vinyl Foam 7 7072 Sash Corner Gasket Vinyl Foam 8 7070 Bulb`WqMherstdpMrx.2M Fla PVC W- 10 7074 Maxim Multi -Point tack Steel 21 7026 Lock Support Mete Steel 12 7014 Multi -Lock Keeper Steel 13 7013 TleBarGulda Nylon 14 7015 Tie SurAssembly ores 15 702B M xim Dpd rater, WWc+24" 8th 16 1 7027 Maxim Dual Arm Operator. WW>24" 8ted 17 703D ODerstorGasket VloylFoarkl >s 7031 0 Mate steel 19 7051 Operator Spacer Died We" 20 7032 $WdBracket Steel 21 7089 Track & Slider M W Arm Steel 22 7079 Hinge Ha , Mani. Tkvth Steel 23 7050 Hin Mable , Mamd. §YTMth Steel 24 Snubber And-blowoutq Steel 31 Dura Seal Spacer Steel 32 1713 SettlM Block VW z Af21V x 1-114" EPOM 33 1714 Setft Block Af3r x 716" x 1.1141 EPDM 35 7036 tam! Bead B W03 -TO Mint 36 7042 Lams Bead C 6OWTO Ahan 37 7059 Lam! Bead 0 8063 -TO Atom 38 1224 VIrM Bulb Ws Thi Fla PVC 70 39 1225 VI Bulli Wet Flex PVC 70 SO Dow SM SBkon eackbeMns 60 7= Screen frame 3105.114 Ahan 61 7040 Screw CorkmrKe Palypmpdena 62 Screw Cloth Fiberglass 63 16'35 Screen Spline EM. PVC 64 M Screen SMJqff Stamess Steel 70 334 Add-on Flange 6083.78 Akan, 71 7004 Frame As Tube 6083 -TO Aluan, SD M32 2" Ph. Pn. Mach, ScrTM B smaine stw 81 1157 #Bx r Ph. Pn.SfZ Stalnleas Steel 82 68x 8" FI. Ph, SMS Stairdese Steel 83 199x 711P FI. Ph. SMS StatMeae Steel 84 lftxrFI.Ph.TEK Stamess Steel 85 x 1" Quad Pn SAS 6teLk M Steel 86 4B X 1- Quad Pn Stu6 Sletdesa Steel 87 p10x lir Ph. Paj TE7t Stamm Steel 89 #10.24x 9 1VI Ph. Pn, TYPE F St"esa Sleet 90 812x r Ph. Pn. TEK Stetalass Steal ASSEMBLY DETAILS ALL DETAU SHOWN FROM THE INTERIOR a1 T SASH • • • • • • • • • • • • A. • • • • A. i • NOS, • • 2018' i •• ••• ••• 438` •r NOM • • • ,�•p • : i • s i� • 2A38, cfaurr stew • s O • H T • �� SILL& JAMB6t • • • BOTT SIDE IDE #7002.8M348 #7003, 0063-T8 LYNN Ry�l��7��i l; y�GENSF • ;� No. 58706 * _ IL ,; 1�j13� STATE OF W: P.E. 9.356' 22V AW UW .44r A2r FIXED .083• ANCHOR PLATE SCREEN FRAME ADDON FLANGE 2 #7071,8003 -To Me, 8083 T8 70 #134,6063-T6 ate'ri ' 35 BMS EA #7030,0063-T6 O #70426063-T8 1__ 'r AM I Ow .878' �--- mr 37 BEAD D #7089, M -TS " "rzC01 IT, I 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1828 NOKOMS. FL 34274 CERT. OF AUTH. ®28295 4Parored es waA 1Ae PtoriAa Bu Dake gl0/krT Al By BO AND CORNER VIEWS I ROSOWSKI 3EMENT WINDOW DETAILS - LM & SM JO&ON12 IMadek Skwt� OroaMg Na, Roy: CA 740 NTS 10 OF 90 MD-CA740-LM —►j 1.124' x— .126' 2.70'0' .082' 79 FRAME ASSEMBLY TUBE 07004,6063 -TO 9.356' 22V AW UW .44r A2r FIXED .083• ANCHOR PLATE SCREEN FRAME ADDON FLANGE 2 #7071,8003 -To Me, 8083 T8 70 #134,6063-T6 ate'ri ' 35 BMS EA #7030,0063-T6 O #70426063-T8 1__ 'r AM I Ow .878' �--- mr 37 BEAD D #7089, M -TS " "rzC01 IT, I 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1828 NOKOMS. FL 34274 CERT. OF AUTH. ®28295 4Parored es waA 1Ae PtoriAa Bu Dake gl0/krT Al By BO AND CORNER VIEWS I ROSOWSKI 3EMENT WINDOW DETAILS - LM & SM JO&ON12 IMadek Skwt� OroaMg Na, Roy: CA 740 NTS 10 OF 90 MD-CA740-LM an WiMI DADS COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 1,1805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEP'T'ANCE (NOA) ,vw�v.mfamldad@Tgovl�ra/ PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade Couurty PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stag below. The Miami-Dade County Product Control Section (In Miami-Dade County) and/or the AHJ (in area other than Miami-Dade County) reserve the right to .. have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approval as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 'W-8W Aluminum Single Hung Window - D.M.I. APPROVAL DOCUMENT: Drawing No. MD-811800LM- 01, titled "SH Window-Large Missile", sheer 1 through 7 of 7, dated 11/11/11 with the latest revision dated 04/09/12, prepared by manufacture, signal and sealed by A. Lynn Miller, 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 Section. MISSILE IMPACT RATING: Large Missile and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami-Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall. be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. � ...:. 000000 TERMINATION of this NOA will occur after the expiration date or if there has bnd a:revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOitas an er;afo me ent of• • •: • any product, for sales, advertising or any other purposes shall automatically termiflitl'tltis NOA. Failure tp� comply with any section of this NOA shall be cause for termination and removal of Sox. 0000 0000 0000. ADVERTISEMENT: The NOA number preceded by the words Miami Dade.mtnty, Fkida, and°; followed by the expiration date may be displayed in advertising literature. If ars)• potion of NOA ie..... displayed, then it shall be done in its entirety. :60:9: • • 0 INSPECTION: A copy of this entire NOA shall be provided to the user by; the .manud#ewror or as e e e distributors and shall be available for inspection at the job site at the request of the Builft% Officiol,.. This NOA consists of this page 1, evidence pages E-1 and E-2, as well as approval docum+ent:mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 11-1222.04 4 Expiration Date: May 03, 2017 ry�1r 1t� Approval Date: May 03, 2012 Page 1 •PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SU13WMD A. DRAWINGS 1. Manufacturer's the drawings and sections. 2. Drawing No. MD-SH8WLM-01, titled "SH window -Large Missile", sheets i through 7 of 7, dated 11/11/11 with the latest revision dated 04/09/12, prepared by manufacture, signed and sealed by A. Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per. FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Standard Test Method for Determination of Operating Force of vertical sliding windows per ASTM E 206840 (2008) along with marked up drawings and installation diagram of Aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4"3, dated 10/03/11, signed and sealed by Marlin D. Brinson, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, 'dated 12/16/11, prepared by manufacture, with the latest revision, dated 04/09/12, signed and sealed by A. Lynn Miller, P. E.. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1, Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTMCATIONS . 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont;De�NMours xTo., in.--: - for their "DuPont Sentry Glass@ Interlayer" dated 0-5Y26/201 0.: caqfting on*. 01/14/17. 0000" 0000" .... .... . . F. STATEMENTS • ' 000000 ......... 1. Statement letter of compliance with the FBC-2007 and FBO O 10, dated• 12/16/;1; • • signed and sealed by A. Lynn Miller, P. E. 00 00 0000 000000 2. Statement letter of no financial interest and conformance, dated:1'2*/16/1.1, signed sealed by A. Lynn Miller, P. E.0 0 00 99 3. Laboratory compliance letter for Test Report No. FTL-6643; lss�ted by lIM ion •' Testing Laboratory, Inc., dated 11/08/11, signed and sealed by Marlin'V; Brinson, P. E. Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 11-1222.05 Expiration Date: May 03, 2417 Approval Date: May 03, 2012 E-1 PGT Industrx . loc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Proposal No. 11--0795--R issued by Product Control, dated August 10, 2011, signed . by Manuel Perez, P. E. G. OTHERS 1. None. 0000.. 0000.. 0000.• • 0000•• • 0000•• 0000.• • • • •0000• 0080 0000 • • • • • • 0000 0000 0000• • • 0000.• 0000 0000• . . • 0• •• •..• 0000•• • •e..•• • • • • • • 0000.• •000.0 • . • •• 000 :0000: • 0 • 0.00 c V- Jaime D Gascon, P. Product Control Section Supervisor NOA No. 11-1222.05 Expiration Date: May 03, 2017 Approval Date: May 03, 2012 E-2 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . GENERAL NOTES: SIX SERIES LARGE AND SMALL MISSILE IMPACT RESISTANT SINGLE HUNG WINDOW DESIGN PRESSURTE RATING IMPACT RATING 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE • • • • • • • • • • • • • • • i i +•80 0�110A OR aLW LN 130A �LARGE a � SMALL M RESSTTANNTTLE REQUIREMENTTSOFTHE MOFLORIDA BUILDING CODE. INCLUDINQTHEHIGH • • • • ••• • • VEIACITY HURRICANE ZONE (HVHZ). • • • • • • • ••• ••• ••• • • • 2) SHUTTERS ARE NOT REQUIRED WHIN USED IN WIXD-BORNE DEBRIS REGIONS. 63-'x' WIDTH 53118° IWC. WWDCW WVM 3) FtBt MASONRY TItMS N h0AM14 DADE COUN Y. C Y MIAMI D 82-1/8 BUCKWM WIW BUCK WIDTH COUM APPROVED MASONRY ANCHORS. MATERIALS USED FORANCHDR EVAWAT(OtdB 4&�8' V18UG E LKG1T • • • • � ��• --ii tlYFdtE SOUTHERN lam, ASTM C40 CONCRETE SAABOI IRY UNIT$ • • • • •ice AND CXXNCRSTE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLES 2.4 OR 8 1& I%a' • • • • �� • • • • 4)ALL WOOD TO BECONBU)ERED f B WE 1� • • • i�, AY • i• AMAX 1Xi`BNEET2 INSTALlATIONS.1X WOW BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY • • • • • • - i 2 TO SUBSTRATE WOOD BUCKS DEPICTED AS 2X AM 1-1/C THICK OR GREATER 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE, WOOD BUCK DESIGN ALD INSTALLATION IS THE RESPON818Rm OF THE ENCGNEER OR AMGTECT OF RCi M, EQUALLY l 8) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ORESM SPACED / / A, SEE 353H8' SHEET 2 VISIBLE EQUALLY 64� STUCCO. USE ANCHORS OF SUFFICIENT LENGTH AS SPECIFIED ON TAKES a P ER TABLES — — 1 — — I� SPACED / tl�SLE 4 OR & 4 NARROW DONT SEALANT S USED ON ALL FOUR QRS THE FRAMEPER OVlBU4Ld 1.3&8 / CORS — TABLES — — / —A !� IJGHPT GHEE F 2 Z 2ALINGNWHING STMTEGY FOR WATER RESSTANC E OF 77" 1.3&8 / TT BE DONE BY OTHERS AND IS BEYOND THE B�PE THESE B ICK / BUCK IINSTALLATION NBTRlI:T10NSSHAtI A SEE HEIGiT HEIGHT 7B° 8)114° MAX SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION THEA 2 IV MAX. MAX MAX. PRODUCT 18 NOT PLUSH TO THE SUBSTRATE, USE SHIMS CAPABLE OF TRAN8FERRING APPLIED LORDS. EQUALLY J 383110" "sa' SHEEN2 WNDOW HEIGHT 7) DESIGN PRESSURE& SPACED NCHORS— — / VISIBLE — NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS Pl=R ASTM E139Q 44. B. POSITIVE PER TABLES 1.9&8 1 ! 1 SPACED,VISIBLE S — — LIGHT DESIN LOADS BASED ON WATER TEST PRESSURE. ST1iUCTURN. & TESTING AND GLASS PER ASTM EISM-04. PERTABLESCYCLE 1,3&08) 4---J14NA THE ANCHORAGE METHODS SHOWN HAYS SM DESIMED TO RESSTTHESly CORRESPONDING TO THE REQUII� DESMON PUTS:. THE SIL B SEE SEE 84L WEEPWNDL.OADS 33.1/395 STRESS INCREASE HAS NOT BEEN ISD IN THE DESMN OF THBR NOTCH DETAILS SHEET 2 63 uM �SHEET NOTCH DETAILSPRODUCT. G'MAX THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATON OF SHEET 7 CIP 7 VISFBLE WC9M 7 OFTMAX46114 Vf4IBLE LIC#iT ANC HORS INTO WDOD. ANCHORS THAT COME UNTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE RIP" NO ANCHORS IN FRAME SIU. NO ANCHORS IN FRAME SILL BUILDING CODE FOR CORROSION RESSTANCEL TYP. EQUAL -LITE TYP. PROVIEW / ORIEL 8) REFERENCES: TEST REPORTS FTL3114t LB.CD ULTHIACON NON; t8m cRSTEFL.EXNOA;ANSM&PANDS MRWOW c IRUOTMAMADM FRAME ELEVATIOW FRAME ELEVATION ALCIMINUM DESIGN MANUAL. Over 58.W Up tO mw less ilMti 53.11$" it or Brei over 'SASH HEIGHT MUST BE MEASURED AS SHOWN N FIGURE A SHEETS 3,4 OR 8. c Mmtl wn An•hm Spoaft As basted EWd t• Her 16.1n Xb MR 1 24 Beiaw MR I 28.71 ELEVATIONS......___ DESIGN PRESSURES....»»»a.».1 INSTALLATION..._....._...»...2 ANCHOR CNIANTITIES A_— 3 ANCHOR QUANTITSS $»»,..-»,. 4 ANCHOR QUANTITIES C»»„»»», B EXTRUSION PROFILES—..—., -,..S PARTSUST....« ..« » »»...,...«.8 GLAZING DETAS 8 »„»»».,,„ 8 ASSEMBLY DETAII.S..»»,».»,»,.. 7 LYNN 4#, '4,i IX * ' No. 68708 1L0 ILVENICL FL 34275 MMOP O BOLI 1829 L FL 34274 CERN'. OF AUM. /28288 tMmdnwm Anchor Spolnp, As bested. PmVIsw He•dtu 18.1:5 Abom MR Bolos MR 18.95 ,NERAL NOTES & ELEVATIONS J ROS®WSKI WINDOW -LARGE MISSILE 11111111 Pt Ren SH -800 NTS 1 OF 7 MD-SH80OLM-01 INSTALLATION OPTION I INSTALLATION INTO WOOD 2X, SEE NOTE 2, THIS SHEET. )PTIONAL ADDON FLANGE a HEAD 42 F R VISIBLE LIGHT HEIGHT VISIBLE LttB;T HEIGHT 91 48 24 BEE BILI WEEP NOTCH DETAILS -- SHEET T OF'l OPTIONAL ADDCN RANGE ® HEAD. USE EITHER INSTALLATION 2X WOOD. OPTION 2 EDGE DISTANCE 1-m— SEE NOTE Z TABLES 2OR4.� THIS SHEET. INSTALLATION LOCK (04 ------- ANCHORS DIRECTLY INSTALLATION THROUGH 9X B1CK8TRIP IVTO MASONRY.(ASCOV - EMBEDMENT )@ ANCHORS RAIL small" "9, RAILS EDGE A ° METAL DISTANCE �1AY MAX. DISTANCE 1 SHIM 18 TVP. ANCHORTYFE. -•t � •� TYP.ANCHOR TYPE. EMBEDMENT AND EDGE �' ; 1� E BEOMENTAND EDGE DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, SEE TABLES Z 4 O & SASH VISIBLE FOM VISIBLE LIGHT WOTH SEE TABLES 2,4 OR 6, r1 LIGHT WIDTH OPTIONAL ADDCN RANGE ® HEAD. USE EITHER 71e TOP SlAsap TYP. SMS (00. SEE LATCH (M) TABLES 2OR4.� OR BILI. LOCK (04 WTALLATTON ANCHORS INSTALLATION THROUGH 9X B1CK8TRIP OPTtON4 y INSTALLATION )@ ANCHORS RAIL small" "9, DIRECTLY NTO r METAL I— NO ANCHORS IN FRAME �SILL 2 W4' MAX lxvvoOD BUCKSTRIP$BEE j : e ♦ d SHEET. + . R `,- ♦ + . VERTICAL SECTION B-8 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . ••• . . . ... . . . . .. . EMBEDMENT • i • • • • 1X MJCKS UP. S%..• IW MAX. NOTE 2. THIS SHEET. SHIM IM MAX $HIMa 3 - 31 • • • • •• ••• 39 VWM"H ;wem 32 TTCE t-- 1l4' MAX. SHIM TYPE VARIES WTTH SASH WEIGHT riiiriira�tI V..J-1 11 •,-�r : �., as � �_.:r �� a I qC�y �rn+Y .. �; � LtCENSTS 58705 p. a sf*or RLORtOA�?: P9. 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2,4 OR S. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) ALL WOOD BUCKS LESS THAN I -IM THICK ARE TO BE CWISIOMED 1X I STALLATION& IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUD= DEPICTED AS 2X ARE 1.9/2' THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL SE DESIGNED TO PROPERLY TRANSFER LOADS TO, THE STRUMM WOOD SUCK DESIGN AND INSTALLATKXN is THE OF THE ENGINEER OR ARCHITECT OF R@CORD. 1070 CERT OF Aures. 889208 kNGE FRAME INSTALLATION DETAILS I J ROSOWSKi WINDOW - LARGE MISSILE 11111191 SI -MO NTS 2 OF 7 MD�H800LM-01 INSTALLATION i ?ERS • • REQUIR84W OPTION 3 WTALLATTON ANCHORS a THROUGH 9X B1CK8TRIP y /I NST /OM�ASONRY, on agMEETING • u RAIL small" "9, EDGE TYPE VARIES WTTH SASH WEIGHT riiiriira�tI V..J-1 11 •,-�r : �., as � �_.:r �� a I qC�y �rn+Y .. �; � LtCENSTS 58705 p. a sf*or RLORtOA�?: P9. 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2,4 OR S. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) ALL WOOD BUCKS LESS THAN I -IM THICK ARE TO BE CWISIOMED 1X I STALLATION& IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUD= DEPICTED AS 2X ARE 1.9/2' THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL SE DESIGNED TO PROPERLY TRANSFER LOADS TO, THE STRUMM WOOD SUCK DESIGN AND INSTALLATKXN is THE OF THE ENGINEER OR ARCHITECT OF R@CORD. 1070 CERT OF Aures. 889208 kNGE FRAME INSTALLATION DETAILS I J ROSOWSKi WINDOW - LARGE MISSILE 11111191 SI -MO NTS 2 OF 7 MD�H800LM-01 "9, EDGE �• DISTANCE .y 61 69 (2 SASH VISIBLE FOM VISIBLE LIGHT WOTH TYP, ANCHOR TYPE, LIGHT WIDTH EXTERIOR E V DISTANCE EANDED BUCK WIDTH WE TAMES 2,4 OR S. WiNDOWWIDTH JAMB ANCHORS BELOW HORIZONTAL SECTION A-AiN�o THE MEETING RAIL M„� wrni THE THE BASK TYPE VARIES WTTH SASH WEIGHT riiiriira�tI V..J-1 11 •,-�r : �., as � �_.:r �� a I qC�y �rn+Y .. �; � LtCENSTS 58705 p. a sf*or RLORtOA�?: P9. 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2,4 OR S. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) ALL WOOD BUCKS LESS THAN I -IM THICK ARE TO BE CWISIOMED 1X I STALLATION& IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUD= DEPICTED AS 2X ARE 1.9/2' THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL SE DESIGNED TO PROPERLY TRANSFER LOADS TO, THE STRUMM WOOD SUCK DESIGN AND INSTALLATKXN is THE OF THE ENGINEER OR ARCHITECT OF R@CORD. 1070 CERT OF Aures. 889208 kNGE FRAME INSTALLATION DETAILS I J ROSOWSKi WINDOW - LARGE MISSILE 11111191 SI -MO NTS 2 OF 7 MD�H800LM-01 TART F 4• -..•.• .. •�...........�� ....,�..��o , r.� v,.wwaa.0 a-awmrn r wird wwrlcsuwtl icA7. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • . . • In • TABLE 2: . . . . . Group A Anchor • 61$ 8tee18M8 (OB) or #12,410 68 8018 • ANCHOR QUANTITIES REQUIRED - Group A Anchor. 8083.0 Aum w8' W** Btesi swt Gr. 33 min. W 0.048 (16 Ci*.. • • SAP 118° tt 3118° steel (dlm.? • (mli �TiKaf• • b • 1314 (016711 2.1'r 2.9144 114• a Ulbaal o Qerirete (61 2.W% • 14• • 144 t�a*Btec6, fJ M 2•v2` I -V41 2) •MR" a IAMTM RAIL" 048LIIATEO OV a@VWMlQwVVldlh OLggq) 3) FOR OVERALL SASH WIDTH, 151164 SUBTRACT2-648`FROMTHB VANDOW 25911• 334 wom QrOR 4) FOR 812E3 NOT SHOWN, BOUND !g 37' 4r 49' KMGHT DI6MMON SHOWhs ON THE 4r w1f54 LIGHT sashH810htor .Iamb Jamb 1 Jamb .lamb Jamb Jamb Jardr jamb WON im 24 12 (Eq+m9- 1 a 1 1 2 1 9 2 1 1 Z 9 1 2 2 1 2 1 2 2 1Z Z25124 1(Eglrel-Efts) :lwiw 1 2 1 1 2 1 fZ 1 1 2 1 1 2 a 4 a 2 1 2 2 1 2 23T• glmtdltD) 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 21(EtpMUD) a 2 1 2 1211 2 2 2 2 2 2 2 3 2 Z 3 2 2 3 2 2 3 3 i5° tIw iSfIM@' 2 2 1 2121 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 3 W Oaf118.WIW t 2 2 1 Y 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 3 2 3 3 93 Uau15.11VUr 2 2 1 Y 2 1 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 3 3 a 234 ftW436) 2 2 1 2 1211 2 2 2 2 8 2 2 3 2 2 9 2 2 3 3 2 4 5 22' #w 22.16M54 2 2 1 2 2 1 2 2 2 2 3 2 2 3 2 2 9 2 2 3 3 2 4 3 47 Ifs° Ucu 21-1&18• t Z 2 1 2 2 1 2 2 2 2 3 2 2 3 2 2 3 3 2 3 3 3 4 3 18" U0u 151f1M5' 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 3 3 3 3 3 3 3 3 3 •24 Uvu 1516/1+ 2 2 1 2 2 1 2 2 2 3 2 2 3 2 3 3 2 3 3 3 3 3 3 3 26314° (EquaNAe) 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 4 3 2 4 3 2 4 3 2F #w 251 V154 2 3 1 2 s 1 2 3 2 2 3 2 2 3 2 2 4 3 2 4 31314 S mole 2r fw24-'I$W 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 3 3 3 3 4 3 314 3 W thm 21.18/78' t 2 2 f 2 2 1 2 2 2 3 3 2 3 3 2 3 3 3 3 3 3 S 4 3 W uau 18.'I1f W 2 2 1 2 2 1 3 2 2 3 2 2 3 3 3 3 3 3 3 3 3 4 3 4 13^ one 1561 78' 2 2 1 3 2 1 3 2 2 3 2 2 3 2 3 3 2 3 4 3 3 4 3 4 32° �4Ro) 2 3 1 2 3 1 2 3 2 3 4 2 3 4 2 3 4 3 3 5 3 3 6 3 3941Mu31.98MS' 2 3 1 2 3 1 2 3 2 3 4 2 3 4 3 3 4 3 3 5 3 3 5 3 28' Una 35181184 2 3 1 2 9 1 a 3 2 s 3 2 3 4 3 3 4 3 3 4 3 4 8 4 Or 264 Uau 27.11, V t 2 3 1 3 s 1 3 3 2 3 a 2 3 4 3 4 4 a 4 4 3 4 4 4 2r tuu241f Mor 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 3 4 3 3 4 3 3 Wttw21.16118 3 2 1 8 2 1 5 2 2 3 2 2 3 3 2 4 8 3 4 3 3 4 3 3 184 ew 1515/15^ 3 2 1 1312 1 3 2 2 0 2 2 4 2 2 4 2 3 4 3 3 4 8 4 112' 11aa 1315115° 9 2 1 S 2 1 3 2 2 4 2 2 a 2 2 4 2 3 4 2 3 6 2 4 ST` (Equal.LS� 2 0 1 2 8 1 3 4 2 3 4 2 3 4 3 3 8 3 4 6 8 4 0 4 84• *u W781154 3 3 4 a 8 1 3 3 2 3 4 2 3 4 2 3 4 3 3 5 3 3 6 3 3V Wu 3345/754 3 3 1 3 3 1 3 3 2 3 9 2 3 4 2 3 4 3 4 4 3 4 6 9 264 ON 30.15118' a 3 3 1 3 3 1 3 3 2 3 312 4 3 2 4 4 3 4 4 3 4 4 3 28'MN2T-IWW 3 3 1 3 3 1 3 3 2 4 8 2 4 9 2 4 3 3 4 4 3 4 4 4 221ftu24• 6MV s 3 1 a 3 1 3 3 2 a a 2 a 3 2 4 a a 6 3 3 6 3 4 5uu21.15M5° 3 2 1 3 2 1 4 2 Z 4 a 2 4 3 2 6 3 3 5 3 3 5 s 4 18' tstu 18.1511 3 2 1 3 2 1 4 2 2 4 2 2 8 2 2 6 2 3 6 3 3 6 3 4 9542 (EqueaLle) 2 3 1 3 31 1-1-3 4 2 3 4 12 3 5 314 1 5 3 4 6 3 4 6 4 374 tsml 9571184 3 3 1 3 31 1 3 3 2 3 4 2 3 4 2 3 4 1 3 4 11 3 4 5 3 a4 am 35,,v —3 3 1 3 3 1 1 3 3 2 3 4 2 3 4 2 4 4 13 4 8 3 4 6113 Sr Eva 8310/164 t 3 3 1 211-3-F-1 3 3 2 3 3 2 4 4 2 4 4 3 4 254 Ubu 95.951154 3 3 1 8 a 1 3 3 2 4 3 2 4 a 2 4 4 3 6 254 Ueu 2T-15116" 3 3 1 3 3 1 4 3 2 4 3 2 4 T-2-8 J33 5 4 3 5 224UIru24.1&14 3 3 1.1 1 3 S 1 492 4 3 2 8 3 2 5 3 3 5 204ti�u27 ffi/1849 2 9 2 1 4 2 2 4 2 2 5 3 2 6 3 3 8 -..•.• .. •�...........�� ....,�..��o , r.� v,.wwaa.0 a-awmrn r wird wwrlcsuwtl icA7. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • . . • In • TABLE 2: . . . . . Group A Anchor • 61$ 8tee18M8 (OB) or #12,410 68 8018 • • evin a to • �O Mw Embod"at P.T. Bawihem PHte o X1w 1.'V8° 8083.0 Aum w8' W** Btesi swt Gr. 33 min. W 0.048 (16 Ci*.. • • SAP 118° tt 3118° steel (dlm.? • (mli �TiKaf• • b • 1314 (016711 2.1'r 2.9144 114• a Ulbaal o Qerirete (61 2.W% • 14• • 144 t�a*Btec6, fJ M 2•v2` I -V41 •• MINIMUM OF a ThREAD3 BEYOND THE METAL SUBSTRATE. SAS 1) FOR BUCK DMIMIONS, SUBTRACT I- WINDOYY WIDTl1 OR H1�H7. gFROM SECTroN 2) •MR" a IAMTM RAIL" 048LIIATEO OLggq) 3) FOR OVERALL SASH WIDTH, SUBTRACT2-648`FROMTHB VANDOW wom QrOR 4) FOR 812E3 NOT SHOWN, BOUND !g TO THE NEXT AVAILABLE WIDTH OR KMGHT DI6MMON SHOWhs ON THE 9ASH VISIBLEBpsSH TABLE. LIGHT Ham, B) SEE SHEET 2 FOR I S TALLATKNf HOW 35 4PYItl1AX. DETAILS, -9M VISIBLE FORMULAS: I WIDTH WINDOW WID 1 N.OTECHNOLOGY ORK VENICE FL 34276 P.O. BDX 1898 NM" FL 34374 CERT'. OF AUTH. #20258 FHEIIGHTT-S@AS_H HEK3HT-41W WIDTH - WIFE W D -3.5° HWHT m WINDDW HEl0HT • SASH HEIGHT• 3 �5° CHOR QUANTITIES A WINDOW - LARGE MISSILE V*d* Scz SH -800 NTS 3 OF 7 FIAT as ySaB�tP Dole 2 `11I11til/ff//� �v * ' No. 88706 i�fi� P4 01' A LYNN MLI. % Pa J 19111/11 MD-SH800LM-09 TABLE 3: w+N...�c.W ...wYVc .rvKV YGD 1 rIC V IlUY4/ARV 1-1{yWCYV / VRICL V VIVCI[7VMAl1Y1W . . ... . . . ... .... . ...... . . . . . . . . . . . •• •• • • • •• • • • • • • • • • • • • TAAi A- Andw • • • • ••• • •1• Grow •&* • • Bubsbab • Edi it .13nbeAmenl n ANCHOR QUANTITIES REQURED - Gmp 8 AnChws Distam P.T. Smdhem F7rle(SGa Jo &18' 1.313" INSULATED SLABS) 4,Sted 3tM75Abon w 1/8•* @74, 470 �td18 o oa (78 Gv)» v • • • • •A • • • 30 1��s HLIGHT gg, B� 1/4' CaeteFiac .T, i° 1-3F0° mw• &18 &ealN =40 V 1-u4• Oven99VYindowvwe HEIGHT =SASH HEIGHT -42W FQM VISIKfi.UGHT MW4AS 18.1/8 20-lff 33` 37' 41" 43' 48 8wh Hats t orJamb Jath Jamb Jamb Jamb Jw b Jamb Jamb Height R6Me m I I I 1 1 24-11 12-314' (Eqpt -i te) 1 211 1 a 1 1 2 1 1 2 1 1 2 12 1 2 2 1 2 2 2 2 28.1:/" 13114"1 -Ute) 1 2 1 1 121 1 1 2 1 1 2 1 1 212 1 2 12 1 2 12 112 12 37' 1>T (Equal•L3e) 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 21 2 x 1 2 2 2 2 2 3 2 18-li18 (Egtmt-Ute) 2 2 1 2 2 1 2 2 1 2 2 1 2 2 2 2 212 2 2 2 2 3 2 so -l" 18° tml 1&WW 2 2 1 2 2 1 2 2 1 2 2 1 2 2 2. 2 2 2 2 2 2 2 3 2 13" ttuu 18.1&18 • 2 2 1 2 2 1 2 2 1 2 2 2 2 2 22 x 2 2 2 2 2 3 2 13" 1Mu 18.15mv 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 27 (Egxd4Ji4) 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 22'Rou22.16118' 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 4F 18'tvu2'1-1&W* 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 9 1212 3 2 ie't7u13lsw 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 7S' &1B' 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 7-2 3 ZB Jf' 4 (Eq� Lite) a 3 1 2 3 1 2 3 1 2 3 a a 3 a 2 3 2 2 a a 2 a 2 2 3 1 2 3 1 2 3 1 2 a 2 a 9 2 2 S 2 2 a 2 2 2 22 ttou9A-I&W 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 3 1fi tMu 21.1&' w 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 18 on 1111&18" 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 1S'tau13.16%S" 2 2 1 2 2 1 2 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 32° (Equel-Ute) 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 4 2 3 4 3 3V OW S1-16%3' 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2_'$ 2 2 4 2 8 4 3 28° tw &i16113' 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 3 3 2 3 4 3 3 4 5 WM27-1&W• 2 3 1 2 3 1 2 3 1 3 a a 3 3 2 3 3 2 3 3 3 a 4 S 22' *u 27.16%8 3 3 1 8 3 1 3 3 1 3 a 2 3 3 2 3 3 2 3 3 2 3 3 3 18°Oeu21.1&78 3 2 1 3 2 9 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 3 3 13" tau 13.7&18 3 2 1 3 2 1 3 2 1 S 2 2 3 2 2 3 2 2 3 2 2 3 2 3 19° tw 18I&W 3 2 1 3 2 1 3 2 1 3 2 2 3 21213 2 2 4 2 2 4 2 3 37" (Eque1•Ute) $ 3 1 2 3 1 2 3 1 2 3 2 3 4 2 9 4 2 3 4 3 3 4 3 34' tau 83 LMS' 3 3 11 31 31 1 3 3 1 3 9 12 3 3 2 8 3 2 3 4 2 3 4 3 3T Uvu 334918 9 3 1 3 2 1 3 8 1 3 3 2 3 3 2 3 3 2 3 3 2 3 4 3 IV 23" tw 30-1&9 a 3 3 1 3 3 1 3 8 1 5 3 2 3 3 2 3 3 2 3 3 2 3 3 3 2'tM27.16P18 3 3 1 3 3 1 3 3 1 3 3 2 8$ 2 3 3 2 3 3 2 4 3 3 22" tvu 241&18 3 3 1 3 3 1 3 3 1 3 3 2 8 3 2 3 3 2 .4 3 2 4 3 3 W Mm 21.1BM6° S 2 1 3 2 1 3 2 1 3 2 2 3 2. 2 4 2 2 4 2 2 4 3 3 18" tau 18-1&19' 3 2 1 3 2 1 3 2 1 3 2 2 4 Z 2 4 2 2 4 2 2 4 2 3 38.1/2° (Eq m9 te) 2 3 1 2 3 1 2 3 1 3 3 2 3 4 2 3 4 2 3 4 3 3 3 3 37'twu3S•7/18` 9 3 1 13 8 1 1 3 3 1 3 1 3 12 3 3 2 3 4 2 3 4 2 3 4 3 34°1Mu3!}1&78 9 9 1 3 3 1 3 3 1 3 9 2 3 3 2 3 9 2 3 4 2 3 4 3 39##33.1&'♦ 3 3 1 3 3 1 3 3 1 3 3 3 2 3 3 2 3 9 2 9 4 3 7W 23'teuSO.lSMS" 3 3 1 3 3 1 2 3 1 3 312 3 3 2 3 3 2 4 9 2 4 3 3 2® thru2793/18° a 3 1131 3 1 9 9 1 3 3 8 2 4 3 2 4 1Mu 241&78 3 3 1 3 3 1 3 9 1 3 4 3 2 4 3 2 4 g�3 A-3322' 2W ON 21-1&18 s 2 1 3 z 1 3 21 s 4 z a 4 a 2 a w+N...�c.W ...wYVc .rvKV YGD 1 rIC V IlUY4/ARV 1-1{yWCYV / VRICL V VIVCI[7VMAl1Y1W . . ... . . . ... .... . ...... . . . . . . . . . . . •• •• • • • •• • • • • • • • • • • • • TAAi A- Andw • • • • ••• • •1• Grow •&* • • Bubsbab • Edi it .13nbeAmenl n SECT(WITH 'Nmi Distam P.T. Smdhem F7rle(SGa Jo &18' 1.313" INSULATED SLABS) 4,Sted 3tM75Abon w 1/8•* @74, 470 �td18 o oa (78 Gv)» v • • • • •A • • • 30 1��s HLIGHT gg, B� 1/4' CaeteFiac .T, i° 1-3F0° mw• &18 &ealN =40 V 1-u4• — MUMMM OP 3 -1MtW.APU =TOM TME METAL NUUUMATE. FIGURE A SASH CROSS NOTFA, 1) FOR BUCI( DURNSIONS. SUBTRACT P FROM WINDOWWOTH OR HEIGHT. SECT(WITH 'Nmi 2) WR"-'MEETM RAIL' INSULATED SLABS) 3) FOR OVERALL SASH WIOTII. SUBTRACT 24)Mfr FROM THE WINDOW WIDTH. 4) FOR SIZES NOT&IOiA6d, ROUND IJP TO 11-E NEXT AVAILABLE WIDTH OR^ SAON VISIBLE SASH HEIGHTORION SHOWN ON THE TABLE. HLIGHT gg, B� 0) SEE SHEET 2 FOR INSTALLATION DETA2.3. &ASFI VI�81 LE�LI(3�HTFO��• WIOTN OWWIOTH-44 HEIGHT =SASH HEIGHT -42W FQM VISIKfi.UGHT MW4AS WIDTH . WwDOW WIDTH- 3.8 HEIGHT =WNDOW HEIGHT- SASH HEWT-3.898' 1070 TEd010Losy DRNE N. VENICE. FL 34276 PA. BOX 1529 NOXOMIS, FL 34274 CERT. OF AUM #20293 7a ex am7ua � 3d ado SWUM HC OR QUANTITIES S WINDOW -LARGE MISSILE aB Saedw I sue SH -300 INTS 4 OF 7 AgprovadasYM3Poo Daw NO .04 Y � ��1litlllil//// o;�' * ' NO.687013 . O ; 4e , A LYNN IYMU11%P.E. PEA&= umn 07 J ROSOWSKI 11/11/11 4F Jr tivu: won 13° Buu 2V 0- 22* tivu ms:22'tMu 18' ow:: ,a• ft ��•. 1a' itau a1" thw 2B'tNu a 78-ww t muuu AnOW SU6�tete uuuu©uuuUU©©UUUl,U 174' Shat Utro 7 a (adn. 27 ka8 24W I -W • (mke ?p�ce9 1° E munu00000g000000©00000loE • • 1-914' _vIr • im 2 -WW 1374° 2r #m 50�6e 2.112° ,S^ tfiu muuuEIu 78" fku lauuiuu 18° flmr uuu000l000ioE 8'P (Ef 3A um ElooO;©©10!E�©O;E7100 31° ftu w aw9 7s 28" ffau �: 110o0'uuu!o�o©iooU,:000UE�oo©ooE 1B° MN; ,fr #w wV$ o S7ew,:a ioo0'o00,uuuloEll Pu a; UUUUUUIUUUIUE 28° Uau I 2b° Eau 1 ■I� mi.u©i'J 2T tfalt 1 uuu©©Qi©0©;El©©luuu!UE � tlau: . SASH HRM4T RANN&P 1h 78-ww t muuu AnOW SU6�tete uuuu©uuuUU©©UUUl,U 174' Shat Utro 7 a (adn. 27 ka8 24W I -W • (mke ?p�ce9 1° E munu00000g000000©00000loE • • 1-914' _vIr • im 2 -WW 1374° 8178° Bte•1 tltYacab EaokA(ASTE9 (98>) 2.112° 9314° muuuEIu lauuiuu uuu000l000ioE ElooO;©©10!E�©O;E7100 [7[lo DE7ul©©©j©L 110o0'uuu!o�o©iooU,:000UE�oo©ooE ioo0'o00,uuuloEll UUUUUUIUUUIUE ■I� mi.u©i'J uuu©©Qi©0©;El©©luuu!UE iy©��©yuiluu ul3p II� uu,u©EI'©©©;©©©©yyE�� auuUMU0'0ou! UnU©©0©©uUMU it N 000 000;00BoouioElo'oo©j000;©E muuu:iuuu"oo�7,oUU,iU0000©iiuuuEIE7 �J©©D!DDDI©DD�fQi71�©1F1��7tk7F7a�7�f1�;�7� a 9 1 fl9 a� �z,s{a a 3 2 33 f 3 • • • • • • • • • • •• •• • • • •• • • • • • • • • • • • • • • • • ••• • ••• TABLE 8: t • • • • • • Ard*W AnOW SU6�tete Nln. 174' Shat Utro 7 a (adn. 27 ka8 24W I -W • (mke ?p�ce9 1° 4314 O • • 1-914' _vIr • im 2 -WW 1374° 8178° Bte•1 tltYacab EaokA(ASTE9 (98>) 2.112° 9314° FIGURE A: SASH CROSS SECTION INNWLATED GLASS) SASH VI818LE LIGHT HEIGHT t Nwft 1) FOR BUCK DIMEN8IO 8. SUBTRACT 1" FROM WIDOW WIDTH OR HERW 2) Wr ='MEETING RAIL" a) FOR OVERALL BASH WIDTH. SUBTRACT 2 -MO' FROM THE WHEN WIDTH. 4) FOR BSS NOT 8HtWYN, Ra1Pm. TO THE NEXT AVAILABLE WIOtH HEKIHT DIMENSION SHOWN ON THE H TAM.E. R. S) SSE SHEET 2 FOR INSTALAXON AAX DETAILS. SASH VISIBLE LIGHT FORMULAS: WIDTH - WINDOW WIDTH -4.878" HEIGHT - SASH HE OOT -4.2W F=D VISSLE LIGHT I triAB: WIDTH - Wl?=W WDTH - 3.11• HEIGHT -WINDOW HEIGHT- SASH HEIGHT -3" rb+m.sRY f4vfdm Q ANCHOR QUANTITIES C 1870 MM"M DRNE Wft N• VMCF. FL 34M SH WINDOW -LARGE MISSILE P.a �x 7528 NOKDABS; FL 34274 11 S~Xam Isom CWT. OF AM $29M8 SH -800 NTS 7 OF 7 a 71a8mlt gW vhwft DM NOAi • * Na. 88705 ,S/O/ PIAL ti"�,. A. LYNN MILLER P.E. P" 887 old" 07 J ROSOWSKI eub: 11/11111 • 1 T- '""` `}tltltll�-" .08'2° • • • • • • • a 2846° 7.383° 23W FRAME HEAD .806° 1.341° .082• 2.184' 8 FlXEDMEET=RAS' 8063-T8 ALUMINUM .ow sma"GLAS 3116 HEAT STRENGTHENED GLASS �- 2.783• 1.7411 OFRAM BILL, HI RISE O FRANS.Mm 2 8063-T6 At UA MM 3 OMTB ALU68ttl4Jt9 r SASHTOPRAO. 8083-T8 AUJMUM 1.184° ,oeT OSASH SU LOMO SASH SiOERAI. B 803-T8ALUklMM TSALUMMM 7118" NOM GLASS DLQM GLASS STACK 7B°•IEMPERED OAP GLASS STACK 1t4' AIRSPACE 3118°HEAT .0868FNTRYOLAE 3HO HFAT GLASS igNEC 3H8'HEAT STRENGTMD1eD STRE140THENED OLASS GLASS .024° MN. GLASS BRE 711W GLAZING DETAIL j .068• � :\ �'� , �CE143E • i r-- 1612° -►1 1 l _ * 140.58708 mv r36 .881• 881• _ I{? �' STN: �j1I %O�``' FLOR1oP• C�•`1` [� --wl 1.086° f•�'- .786 080° 1 /Ile / 5'S10� �N� A��i- �' ``• 0 6083-UAWMDIUM O TM03•TSALU�Df UM O 78083.T6ALUM9NUM Q 808470 AL3MW 03 READ= AODON �UI MSM A. LYGE PW IYW.L®itP.E P.Bdls" L./ .624° MOV. GLASS BITE 44 48 13!18" I.G. GLAZING DETAIL L 01 i Lfil 1070 TE OW DOE k VD= FL 34278 MMOLSOK 1828 MKg60MS: FL 34274 OEM- OF AUM }28288 8083•TBALUMFAIM ow 1.838° - ►� 78 HEAD FASTENER COVER OHS-76ALUMMUM + sl L7 Kl'Y. do BOM & PART DETAILS J ROSOWSKI via now SH WINDOW -LARGE MISSILE 11111/11 SH -B00 NTS 6 OF 7 MD-SHMMM-01' III - �'•':€ 'l::: KEN 1 !�llillEc'm ON y so - F7 im MIZ.ln : O>• i C�'r"'�"� ,;mss rrsr-�.-r,-+�r� � lu L� .n: ��AT+.ii .:<:::��t,,�;'(�,;_�I;r�r+l��-'��>(-;•�':;7�11� Baal-��+:I �:T'.7i:)♦.�+T��i �jrt .�� ff al 11111 '•��+: I I ' I.M� 111 vili_ �K�InI:�<'� � T$ mW < 1Z • 1 T- '""` `}tltltll�-" .08'2° • • • • • • • a 2846° 7.383° 23W FRAME HEAD .806° 1.341° .082• 2.184' 8 FlXEDMEET=RAS' 8063-T8 ALUMINUM .ow sma"GLAS 3116 HEAT STRENGTHENED GLASS �- 2.783• 1.7411 OFRAM BILL, HI RISE O FRANS.Mm 2 8063-T6 At UA MM 3 OMTB ALU68ttl4Jt9 r SASHTOPRAO. 8083-T8 AUJMUM 1.184° ,oeT OSASH SU LOMO SASH SiOERAI. B 803-T8ALUklMM TSALUMMM 7118" NOM GLASS DLQM GLASS STACK 7B°•IEMPERED OAP GLASS STACK 1t4' AIRSPACE 3118°HEAT .0868FNTRYOLAE 3HO HFAT GLASS igNEC 3H8'HEAT STRENGTMD1eD STRE140THENED OLASS GLASS .024° MN. GLASS BRE 711W GLAZING DETAIL j .068• � :\ �'� , �CE143E • i r-- 1612° -►1 1 l _ * 140.58708 mv r36 .881• 881• _ I{? �' STN: �j1I %O�``' FLOR1oP• C�•`1` [� --wl 1.086° f•�'- .786 080° 1 /Ile / 5'S10� �N� A��i- �' ``• 0 6083-UAWMDIUM O TM03•TSALU�Df UM O 78083.T6ALUM9NUM Q 808470 AL3MW 03 READ= AODON �UI MSM A. LYGE PW IYW.L®itP.E P.Bdls" L./ .624° MOV. GLASS BITE 44 48 13!18" I.G. GLAZING DETAIL L 01 i Lfil 1070 TE OW DOE k VD= FL 34278 MMOLSOK 1828 MKg60MS: FL 34274 OEM- OF AUM }28288 8083•TBALUMFAIM ow 1.838° - ►� 78 HEAD FASTENER COVER OHS-76ALUMMUM + sl L7 Kl'Y. do BOM & PART DETAILS J ROSOWSKI via now SH WINDOW -LARGE MISSILE 11111/11 SH -B00 NTS 6 OF 7 MD-SHMMM-01' • • • • • • • • • • • i i i• i • S*IEIah i •• • A BLY • • DETAILS •• • ••• •• aws wmw NA nate o oldd 4YNRI �i��i RerJrto�u FRRAME ASSEMBLY DETAILS �7U$ 13 11118'BIU..WEEP 28 al vmwn 07 NOTCM0EACH "�O ' fes. is ASSEMBLY DETAILS.i ROSOWS J 13 S FOW LITE DEAD=Nor SHOM FOR OLARI7Y. END';O,Cy`'• �(oRlop ,: � �`�: 1070 •fMMOLO it DRW Teter 2>HMWAREFOR BOTH TYPESOFBALANCESBHOM '.�`S+'' ��?�` K V 275 SH WINDOW -LARGE MISSILE 19/19/91 REFER TO TABLE 7, SNEETB FOR SFECM I{AROWARE �i,S/OA►AL ��` NGK ; Fl 52274 g•q�/yp spa ft I•x REOuutEMENrs USO FOR E1Ci+BALAF# TYPE. A L PE CEW. of NM g SHOW NTS 1 7 OF 7 MD-SH80OLM-09 pAeU NDR �a[aAty � Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 wm A4 FBC 2010 BUILDING Master Permit No. w - I Y'2-4 PERMIT APPLICATION Sub Permit No. ZBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [:]MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1 -IM N �'_ V5 4pb� 62t 119 City: Miami Shores County Miami Dade zip: Folio/Parcel#: I +Z2�— C)50 —1(D Is the Building Historically Designated: Yes NO i/ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): o-or1S*nce, g iGc Phone#: Address: 100 NSG i OS S--e-fi' �q ►�-la,rrii s►Iorr-s City: State:_ fl,orlGQq zip: ?55 3? Tenant/Lessee Name: Email: CONTRACTOR: Company Name: O-Vyn LOfVLOWS 4r IDMr . --Xl1C.• phone#: 5r'ZIOi^��l Address ,'N(o CW -73W JA1tenwz City: iii la�Y1�► State: ftor t 444 Qualifier Name:�)Acel �. YY1aS^}- Phone#: State Certification or Registration #: Certificate of Competency #: ofg) 8IS cz:;) olq DESIGNER: Architect/Engineer: ,A h / ,el f rna „fie Phone#: l- 15*4- G o A 7423 Address: 3 3 e 4 S W / 6 Tt City: &.4 L. dded.4 State: r_ Zip: 3a3 l 2 Value of Work for this Permit: $ 0, tOnO Square/Linear Footage of Work: 1(�5 Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: ?ggAC2.*3 LAA naX 1$, Specify color of color thru tile: Submittal Fee W Permit Fee $ CCF $ GO CO/CC $ 0 Scanning Fee $ Radon Fee $ DBPR $ y Notary $ Technology Fee $ "�� Training/Education Fee $ 4_� Double Fee $ Structural Reviews $."d) - W Bond $ 9D _ TOTAL FEE NOW DUE %' :I 2, c (Revised02/24/2014) A V Bonding Company's Name (if Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State LAR Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction In this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature ,� nsnU, '.9: Co - OWNER or AGENT The foregoing instrument was acknowledged before me this 2cX day of 0C1A%5--?-6X< '20 \ q . by 0-6-'K,S k-04^ Z -e— 5- ?,' &-a , who is personally known to me or who has produced ?I W-- as identification and who did take an oath. NOTARY PUBLIC: Signature CONTRACTOR The foregoing instrument was acknowledged before me this ?,Ck day of %�Y _ . 201 � by q•'AQSSo7k , who is personally known to me or who has produced 1� V as identification and who did take an oat . NOTARY PUBLIC: Print Print: wImulary Seal: ao �: Marcos J Termes ; f�arcos J Termes My Commission EE113654 Seal: f " o� ares 08/17/2015 My Commission EE113554 of F� Expires o,, �o Expires 08/17/2015 ssssssssssssssssssssssssssssssssss sssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssss APPROVED BY Plans Examiner Zoning �� 11 g 1 I Structural Review Clerk (Revised02/24/2014) I `� Nov 0414 09:41 a CDM Windows & Door, Inc, 3052671019 p.4 do T�� Conit nq Board - BUSINESS CERTIFICATE OF CONPEiENCY 08BS00619 { C D M WINDOWS & DOOR INC D.B.A.: MASSOT MIGUEL E Is certified wider the provisions of Chapter_ 10 of Wmn' 4 -Dade Couri .V VALID POR C00TRACTjNo uNTIL. 0f3012ol6 QUALIFYING TRADE(SI 0028 GLASS & GLAZING Jo6s1+a k Sods P -E. ABamFTlafle Canesp m� a0 ynpeng rigMshane3n Nov 0414 09:41a CDM Windows & Door, Inc. Local Business Miami—Dade County, -THIS IS NOTA SILL 62$2`891 1"J91NE9S NAME&OCAMON C 0 M WINDOWS & DOOR INC 4316 5W 73 AVE MIAMI R 33155 Tax Receipt State of Florida - ao NOT PAY 3052671019 p.1 tiECEnwT NO. EXPIRES RENEWAL SEPTEMBER 30, 2015 6648616 Must be displayed at place of Business Pursuant to County Code Chapter SA - Art. 9 & 10 OWNER SEC. TYPE OF GLUMNESS C D M WINDOWS & DOOR INC 196 SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVE[) Worker(s) 1 OSBSOs c"19 13Y TAX COLLEWOR $275.00 07%30/2014 CHECK21-14-039590 This Lucid BusinessTax Racal WY eon6nas payment of the Loam Business Taz The ay mrarmm Recelptia not a license, t L dr a certification of the holder sgaalificatiora, to da Easiness Hold" mo ucoroplywpii agOW ornongoversroeotat revrrlatory laws end re"ireraents which apply to �e business The RECEIPTNO. above most be displayed on an commercial vehicles - NRami-Dade Code Sec Ba -276. fortam i 4enviatidn, visit Nov 0414 09:41 a CDM Windows & Door, Inc. 3052671019 p.3 Master Contractor's Recei t -� Miami—Dade County, State of Florida THIS IS NOTA BILL - DO NOTPAY 6282891 MC 13USUVESS NAMMOCA'nom RECEIPT NO. EXPIRES 4 1 I wI73 AVE &DDDR INC 74541158 45 SEPTEMBER 30, 2015 4316 SW 73 AVE 7A541 S$ HAM I F133155 Must be displayed at place: of business Pursuant to County Code Chapter 8A—Art. 9 & 10 OWNER SEC. TYM OF BUSINESS C D M MNDOWS & DOOR INC MMC SPECIALTY BUILDING CONTRACTOFC'4TAX NT R .Category(s) 1 086500619 Y gQl.t 6CTOR $200.00 x9/12/2014 AcCtO2-14-002359 Tlds Local Business Tax Receipt ooly Fanfln rs paymeal of the Local Business Tai[. The Receipt is oat a Rcanw! patmit,era eerglicationefthe bolder'sgoalifications.todobusiaess. Hoideroma comply with may gav l or eoagoverlm ontal ragulatery lawsaod regniremera wrbicb apply to the business. The RECEIPT NO. above must be dtsPlayed an an conernercial vewas — Miami—Dade code sea go 276. Forname Information, visitmRyw.miamidadq c Rarcoliactor Jun 101408:46a CDM Windows 3052671019 P.1 ACORO" CDNW-1 OP ID: YL �....- CERTIFICATE OF LIABILITY INSURANCE DATE(MMMWYYM THIS CERTIFICATE I14 S ISSUED AS A HATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTMCATE HO CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE OLOE THIS COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certiflcaW holder is an ADDITIONAL INSURED, the poliey(ies) must be endorsed. If SUBROGATION IS WAIVED, subject bD the terms and conditions of the policy, certain Policies ney require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsamentisL PRODUCER (Sure Insurance Brokers NAlue Javier A. Fernandez 8700 W. Flagler SL, Suite 270 MIL 305-223-2533 Miami, FL 33174 aI Na): 305-220-0765 Javier A. Fernandez ..,,.ems.._ _Iavierrl�AlC... so...�..... __— INSURED 4316 SW 73 AVE Miami, FL 33135 Essex Insurance Scottsdale Ins. D THIS KEVtSfpN NUMBER: 1 TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OP IN8URANCE fOLICYNUNiBER PO Y 'GENERAL LA=LnY LBUTS A X COMMEi2C1ALGENERALUA3IUTY 1982 EACH OCCURRENCE $ 9,000,0 0610912014 O6I09/2015 s 100,0 CLAIMSraAOE X OCCUR I NIEDEXP(Anyoneperson) Is 5. GENT AGGREGATE LIIIdIT APPLIES PER! POLICY IO" LOC AUTOMMLE LIABILm'Y ANY AUTO ALL I� �OL AUTOS HIREDAUTOS AUTOS NON -OWNED B HMORELLA LIAR X OCCUR XEEUXXCEMS LIAR 06109120141 0610912015 AND EMPLOYERS• LIABLM ANY OFFIICE�WMEPABEREXCLUDEEDD?MC�EY� NIA (Mandator In NH) DESCRIPTION OF OPERATIONS I LOCATIONS! VENICLEl9 (A -Ch ACORD 901, AddiUonar RonmkeSe ftedule, If )OOR, WINDOW OR ASSFM3T'rn 14=W0RK-=STA1,TaTION MET11tZ.CAR =TTRRy TEo OR. +OCATION OF PPMUSES: 4310-12-14-16 SW 73 AVE HZPh= M 33155 PERSONAL & ADV INJURY g 1 GENERAL AGGREGATE g 2 PRODUCTS-COMP/OPAGG g 2 S COED IN LE umiT as BODILY INJURY (Perpmaon) $ BODILY INJURY ;Peraeddent) S Ph PE ( DANIRGE ER ACCIDENT g 3 EACH OCCURRENCE 5 T, AGGREGATE S 2, i LM1C A 1tf 6TH E.L. EACHAcaDENT c I E.L. DISEASE. EA EMPLOYEEI S I MIAMSHV SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Ave THE EXPIRATION DATE THEREOF, NOTICE WILL 13E DELIVERED 1N 10050 NE 2nd Ave Miami Shores ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores, FL 33136 AUTHORIZED REPRESENTATIVE ACORD 252010105 © 9988-2010 ACORD CORPORATION. All rights reserved. ( ) The ACORD narne and logo are registered marks of ACORD Nov 0414 09:41 a CDM Windows & Door, Inc. 3052671019 p.5 I F-ITirON-7-0-1 CllenW--1461180 132CDMVWIN CERTIFICATE OF LIABILITY INSURANCE aATE(MMniA �• +....• c a �c adED AS A MATTER OF INFORMATION ONLY ANO CONFERS NO RIpHTS UPON THE CERTIFICATE HOLDE 1/22014 CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGEAFFORDED BYTHE POLICIESIS BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: !f the certHlcate holder is an ADDITIONAL INSURED, the poliey(ies) must be endorsed, >f SUBR0C3ATION IS WAIVED, subject to the tslms and conditions of the policy, certain policies may re4ulre an endorsement A stat�rlent on the certNteate does not confiar rights to the csltitilcat®lmlder In Ifeu o! such endorsemerrtisi. BB&T-Oswald Tri ppeand Company 9200 S. Dadeland Blvd, Ste 314I Miami, FL 33156 305 670-0083 a1suRED CDM Windows & Door Inc 4316 SW 73rd Avenue Miaml, FL 33155 ! M r4 TIAcr - oiEio tea 305 670-0083 a roo. 8668028868 E INSURE AFFORDDIG COVERAGE NA INSURER A: RetailFirst Insurance Company 10700 INSURER 2: INSURER C: INSURER 13: INDICATED. IS TO CERTIFY THAT THE POLICIES OF INSURANCE OSTEO �LOw HAVE BEEN ISSUED To THE INSURED NAMED ABOVE THE POLICY PERIOD INDICATED. NOTWITFWANDINO ANY , REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 4S SUBJECT To ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POUCIES. UMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE OFINSLRANI� DL U0 irl..�_ POLICYNUpIBER r•.• wr arr r'oLIC El(P ---- GENERALLUIBWTY I �_DA:YYY 1?1fT/DD __ GNITS MERCUL GENERAL LPMILITY CLAIMS -MADE F--] OCCUR aRE3ATE LIMIT APPLIES PEt LstWL^UD. oma Cc Ac bMGAlE S Poucy PRO. LOC XCT F-1AUTOMOBB.L* PRODUCTS -COMPIOPAGO S UAEUTY S COI�dw SINCit.E LQd ANY AUTO A A I'� SCHEDULE12 1301MY INJURY perAIJpersonl f AUTOS F4REO AUTOS NO BODILY IN.NRY (Per ¢®deriq s . Par DAWGE 5 uNBRELtA Lu►B s OCCUR EXCF,83 UAB ... __ _ _ . _ _ EACH oce:mnszm� f c A IWORKERS OOMPMSA•170N AND EMPLDYEItB' UAMLRY J 52038118 DESCRIPTION OF OPERATIONS! LOCAT ONS I VE"LES IA -Ch ACORD 101. Addid ml Remarry sdodute, n MGM space s Comp tredl " Workers Cop Information " le reg ProprietwWPartanem?Executive ORicerslNiembers Excluded: Carlos soft es, Pres City of OAlami Shores SHOULD ANY OFTHE ABOVE DESCRIBED POLICIES Be CANCELLED BEFORE 10050 NE 2 Avenue THE EXPtRAMON DATE THEREOF. NOTICE WILL BE DEUVERED IN Miami Shores, FL 33138 ACCORDANCE WITH THE POLICY PROVISIONS. AUU�TTHORIZ REPRESENrATIM ACORD 25 2D10105 '@ 1938-2010 ACORD CORPORATION. All rights reserved. ) 1 of 1 The ACORD name and logo are registered marks of ACORD 11512495683IM12297944 SHDE