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HomeMy WebLinkAboutINSTALLATION ANCHORAGE DETAILSSCANNED BY St. Lucie County JELD-WEN, INC. PREMIUMATLANTICALUMINUMNON-IMPACT STEEL REINFORCED SLIDING PATIO DOOR 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE (FBC) AT THE DESIGN PRESSURE STATED HEREIN. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT NCTL-210-3382-2 DATED 03/14/07, ADDENDUM LETTER DATED 08/28/07. NCTL-210-3360-2 DATED 12/08/05, ADDENDUM LETTER DATED 08/28/07 AND NCTL-210-3382-3 DATED 03/14/07 AND ASSOCIATED LABORATORY STAMPED DRAWINGS AND WERE TESTED IN ACCORDANCE WITH CURRENT HVHZ PROTOCOLS. 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3. IX BUCKS AND 2X WOOD FRAMING (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4. IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION REQUIREMENTS EXIST. USE OF AN APPROVED HVHZ IMPACT PROTECTIVE SYSTEM IS REQUIRED. INSTALLATIONANCHORAGE DETAILS INSTALLATION NOTES: 5. DOOR FRAME MATERIAL: ALUMINUM ALLOY I. TWO (2) INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR LOCATION FOR ALL 6063-T6. 2-TRACK UNITS. THREE (3) INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR 6. GLASS MEETS THE REQUIREMENTS OF ASTM LOCATION FOR ALL 3-TRACK UNITS. TWO (2) INSTALIATION ANCHORS ARE REQUIRED E1300-04e(01). AT ALL HOOK STRIP JAMBS FOR 2-TRACK AND 3-TRACK UNITS. 7. DESIGNATION 'X' AND '0' STAND FOR THE FOLLOWING: 7.1. X: OPERABLE PANEL 0: FIXED PANEL 8. A 1/3 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THE DESIGN OF THE PRODUCT(S) SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd = 1.0 WAS USED. 9. IN ACCORDANCE WITH THE CURRENT EDITION OF THE HVHZ SECTION OF THE FBC, WOOD SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES, 10. DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMUNUM DOOR FRAMING WOOD SHALL HAVE BEEN PROTECTED AS OWNED IN THE HV IZ SECTION OF THE CURRENT EDITION OF THE FBC. TABLE OF CONTENT SHEET DESCRIPTION 1A GENERAL AND INSTALLATION NOTES iB ANCHOR SCHEDULES 2 — 3 ELEVATIONS 4 — 5 ANCHOR LAYOUTS 6 ELEVATION AND ANCHOR LAYOUT 7 — 11 VERTICAL CROSS SECTIONS 12A, 126 — 14 HORIZONTAL CROSS SECTIONS 15 COMPONENTS i6 BILL OF MATERIALS 17 DOOR CONFIGURATIONS 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM S2E IS 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 4.ANCHORS FOR INSTALLATION INTO WOOD FRAMING OR THROUGH 1X BUCK TO CONCRETE / MASONRY, OR DIRECTLY INTO CONCRETE / MASONRY SHALL BE AS SHOWN IN 'ANCHOR SCHEDULE' SHEET 1B. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING. 6. FOR CONCRETE BLOCK APPUCATIONS DO NOT INSTALL INSTALLATION ANCHORS IWO MORTAR JOINTS. E INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED IN THE "ANCHOR SCHEDULE". SHEET 18. & ANCHORS SHALL BE MADE OF CORROSION RESISTANT STEEL OR TREATED WITH CORROSION RESISTANT COATING. DESIGN PRESSURE RATING (GLAZING TYPE 1 & 2) IMPACT RATING +80.0 PSF/-80.0 PSF NONE Roben J. AIRowso, F. , FL P.E. No. 49752 Digftllyllqndby Ro nl.Amoms PE DRm=Rdbe.J. p�iuiyt ya.. Amomw.P.E- q0.-14\D£ o=PTCPmtlun .IVY. sllis w 0e , GmuP. ac, fLPENa V.,.,•.o ,o`l:`}-f 49752,FSPECen.d •°'°tin�E`;:A Autb.No.35935, ¢mail=robwVpt(- mta� ,US D8:5639-0 00' 2-TRACKANCHORSCNmULE-HE4O, SILL H S N M O a 60 ®� C w S C d N N n O O N Q �W 0 d a i 3 y (I O�NUOmF Z Q H U6�Rti O z p a E$$5(65( 9p4 /'�U�J aO HN z Z"4 a iY� a W 3 7 d�p gyg- es R S Amoroso, , FL P.E. No. 4975E fps IµFO,. o':atirviit e,Fi P.E. DN m=O9 bed 1. Am9mso PT- o=PIC Pro Des199 GmuP. LLG--FL PZ - No. 4975Z TOPE Cea of AUW. No. n%9 mail=robenppinwp.<am,c=DS ANO JAMB RW.9NG COMPONENTS (SEEAPPLICPBLECROBB SECTION6) SUBSTRATE TYPE SIZE MANUFACNRER EMSEOMEM (IN) EOGEOISTANCE ANCHORCAPACITIES gN0'OR SPELIRCATION (IN) BASEDON 1l4' ITN ATT TPPCONS"I 1314' CONCRETE MIN.2500 PSI CONCRETE 1l9•(C5)8 No. 14 (SS) ELCO ULTRM"' ON 13/4' 2112' EXTERIOR 1l4' ffW ATTTMCON510 P AND M450NRY FLA 21/4'INTERIO CONFORMN4CE TO ASTM (BLOCK/CFUJ HEM 114'(CS)8No. 14 (SS) ELCO ULTRMON I" 11I4" C-90, MEDIUM WEIGHT (DENSITY, 11T PCF NO. 10 M151 B16.6.1(WS) 1-EXTERIOR WYJOO WITH AMINIMJM WOOD AND SPECIFIC GRAVRYOF 1/4' /SME Bt8.6.4 ITS) 1-INTERIOR 0.55. NOTES: 1J RW (AD/AN(IDTIIII"AOPoTA1 TEGfpLOGY) 910 STANESS Sly TAR%IRS NRL BEUS®FOR W,�1bM1SOMY lI;TAILATpN. 21 B.NGf®ONSIEH.IOS) CA410 STATiBS STB3 (55) LLIPANVS WLL BEISSJ FORCONfAETOT4450NiY TJSTALLATITI. 3) PoRWND SORWS IWS) F SRITTNG 6 A NNCFAN Q3L 0.149' (IX3L SQE25) 0.0TFpLEFORFA. 19. 3•TRACHANCHORSCHEDULE-HEAD, SILLANO JAMB FRAMING COMPONENTS ISffAPPLICABLECROSS SECTIDNS) N Z MANUFACNRER EO(£OISTANCE ANCHORCAPACITIES SUBSTRATE TYPE S¢E gNIyOR SPECIRCATON FMBE]NdF]YT (LaH (INI S45E0ON 1l4' ITN ATT TPPCONSI" 1.014' CONCRETE MIN.2500 PSI CONCRETE 114'(CS)8No.14(SS) ELCO ULTRMON"' 13f4• 112' TE EXRIOR C STRENGTH U MASONRY FLAT 1l4' fWJ ATTTPPCONSIb P AND CONFORMN4CE TO ASTM (BLOCK/CMU) HEM 112'INTERIOR C-90, AEOIUM WEIGHT z 114•(CS)8No. 14 (SS) ELCO ULTRACON L4 1114' (DENSRY>11]PCF) > NO. 14 MIST B18.6.1 (WS) 1'EMERIOR YrCJ00 WITH AMINIMJM WOOD 1-112' AN SPECIFIC GRAMTYOF il4" ASME B18.6.4 QS) 1'INTERIOR 0.55. NOTE: 11 RW (ATNANC®1HRFAOFO(IIATEONOLOGY) 910 STAKEi561®. TAT07+5 WLL BEUS®FIXt WNSElBM1WSQVIY fATALlATKK1 21 S.NGATa30N STEEL (cB) OR4105TAISESS STEEL (SS) lA.1PANN5 WLL BElS®PoRNN03iG'MASOMis' NSTALLATON. 3) (ORYrWO56EW5 (W5) F S0.1ftNG 5A WND?Uy CRLLp 199' (fNtLLS2E25) FLOT HJLEFORNJ 14. O) PoRTAFPP4GSCRW"(15) FSRIRf43 GA NEICOW ORL 0.165-IMWL SPt 19) ROTHIXEFIXt 1N' OW. ANCHOR SCHEDULE -HOOK STRIP JAMS RiAMINGNMPONFM (OETML V/td) ANCHOR SCHEDULE -HOOK STRIP JAMS RiAMINGNMPONFM (OETML V/td) SUBSTRATE TYPE SIZE MANUFAOIURER EMBEOMENT(Itf) EIX£OISTANLE ANCHORCAPACRI6 gNG'OR SPECIFICATION (IN) BASEDON 3/16' ITW ATT TPPCONS"I 1-39' CONCRETE PAN.2500 P51 CONCRETE WEEP SLOT NOTES: I..ALI. UNITS I IAVEA 175 .I25" M'KR1'SI.0'11CUT 'I HRIIL'GH *1111, SCREEN 'TRACK LOCAL F'D.75" FROM EACH 3AAIH AND 3.5" FROM ALL INTERLOCKS. 2. ALL UNITS HAVE A J75" z .I25" WEEP SLOT CUT THROUGH THE EXTERIOIR DOOR I RACE LOCATED 6" FROM ALI. INTERLOCKS. STANDARI 93 3/4' STACK m PANEL P HEIGHT P 2A 96 MAX' REVERSE DOOR HEIGHT B9 MA%. HEIGHT . STACK 5/e' D.LO. t— APPROVED CONFIGURATIONS. PANELS AND FRAME SIZES 1) SEE SHEET 17 FOR APPROVED PANEL CONFIGURATIONS. 2) TYPICAL PANEL/FRAME CONFIGURATION ELEVATIONS SHOWN ON SHEETS 2, 3 AND 6 AND ASSOCIATED ANCHORAGE REQUIREMENTS ON SHEETS 4, 5 AND 6. 3) THE MAXIMUM FRAME AND PANEL SIZE (WIDTH AND HEIGHT) AND THE MAXIMUM NUMBER OF PANELS SHALL NOT EXCEED THAT OF THE TESTED UNITS. 93 3/4• MAX. PANEL HEIGHT 0 12A 96' Mg. DOOR '1 HEIGHT 69 5/B' MAX. D.LO. NOTE: NOMINAL PANEL = 49 1/2" X 93 .. uwN o'I '. i7, FMEO ACTIVE PANEL ACTIVE L —ACTIVE PANEL PANEL f AVGDWIDTH PANEL3' ` PANEL DT TH —ACTIVE1` �_— WIDTHWIDWIEOrx o IDT oTx D.LODTH D. IDWIDTH--_—D.L: WIDTH ` 42 7/B' 41 7/B' 42 7/B' 42 7/B' 42 7/e' 42 7/8 00 INS I I E I I F R 13 i S 3 B 17 i 3 i u X u IT 1 % u % o I 0 INACT 1 3 ACTIVE ACTIVE ACTIVE W AC I INACTIVE I I I I B 0 I I 1 I RONFORCENENT __j LSSENT EEMFM EL ATION (3 ACK) REINFORCEMENT . 'D6D3T1 XXO/ SIX PANELS. A' .SEE NOTESHEET2 OIH 263 1/2" ACTIVE PANELADO4 PAN' ACTIVE PANEL ACTIVE A��D DHTD OOZD WIFE . . WIDTH 0. HDLOWIDTH 42 7/8'`42 DLTM B 7 C S 7 I ACTIVE o ACTIVE o o ACTIVE ACTIVE a ACTIVE o I ACTIVE O w 1 f W I 0 f w w w z z z _ 1 < z z I i A — 0 I % I 7 I I I L REINFORCEMENT-/ I LRONFORCEMENI RONFORCEMEM ELEVATION (3-TRACK) SGD 6D3T IXXXX%XI SIX PANELS SHOWN, SITE NOTE SHEET 2 Pa. 2B Pm ZA WE�� FL P.E. No. 4975: 'Al pt� U �''^e'Cl nn aro C'i al M. DOOR WIDTH 96' ACTVE PANEL AC1NE PANEL AVG. WIDTH 4L3' WIDTH D.L.O. WIDTH O.LO WID1N 42 7/8' _ 42 7/8' POCKET WALL UNDER SEPARATE APPROVAL 89 5/B' 9 93 3/4' MAX. D.LO. MAX. PANEL HEIGHT HEIGHT ' v W I 14 14 3 DOOR H % % I CTIVE I m ACTIVE I w z rz c REINFORCEMFNT�-� --1 ELEVATION (2-TRACK) \VLEPSLOTNOTFS: SGD 2D21'IP IXXI 1. ALL UNITS HAVE A J75"s STANDARD OR REVERSE .13 1VEEPSLOTCUT THROUGH THE. SCREEN TRACK LOC96:D,75" FROM EACH JA%1H AND J.5" FROM ALL1Y[ERLOCKS. A ALL UNITS HAVE A J75" x .125" WEEP SLOT CUT THROUGH THE, EXTF.RIane DOOR TRACK LOCATED 6" FROM ALL INTERLOCKS. 96 DOOR MAX. EIGH MAY DOOR WIDTH 98' ACTIVE PANEL ACTIVE PANEL WIDTH AVG. WIDTH 4TH DLO O LO .WIDTH 42 7/8'/8' 42 7/8' r POCKET WALL U DER SEPARATE APPROVAL y/ 89 5/8' j IHEIGWO I 96' M.�/l V I Vo. DOOR HEIGHT I 14 i I 14 T T I 13 I 93 3/4' % % MAX PANEL 0 ACTIVE ACyYE o w w J O 0 iQ CHE W00I UNDER SEPARATI APPROVA R ORCEMEM ELEVATION (2-TRACK) SGD2U21'2PIXX1 STANDARD OR REVERSE wLX. ooa+' 1x FIXED PANEL ACTIVE PANEL ACTIVE EL ACTIVE PANEL AVG, WIDTH 47.3' WIDTH WIDTH WIDTH D.LD. WIDTH 0.LO. N O.LO. V 0HI D.L.O. WIDTH 42 7/8' 4 /8' 42 7/8' 42 7/8' 93 3/4' MAX, PANEL HEIGHT o w z POCKET WALL UNDER SEPARATE APPROVAL o w I Z 11 w z V I T I 14 I 3 14 • U I HEIGHT NC 89 5/8' MAX. D.L.O. I m 3 o % o: ACTIVE X ACTIVE I I 13 % ACTIVE I X ACTIVE - I I I Y I I I POCKET WALL UNDER SEPARATE APPROVAL REM ....EMEM REINFORCEA2Niy ELEVATION (3-TRACK) FC.D 4D3T2P RDOR REVERSE NOTE: NOMINAL PANEL = 49 1/2' X 93 3/4" 51'ANDARn OR REVF.R9F. FL P.E. No. 49752 DigiW"9nMb% flobml.Amo�usa P.E Dma—Nl ertl. AWo'e"vJ}4 k AA..,,P.E. Desl9n . LLC aFjw`-- .E.No49ISLf9O! r' APMLNo.2593S.25935, snail=sobwvpoi mm.nm.c=MS 015.03.W 011370 OBS)990GYq' US ER 3' 3' MAX DOOR WIDTH 283 1/2' 12.5' MA%.. O.C. 7YP. SEE CLUSTER SEE CLUSTER SEE CLUSTER 6' MAX. T,2— DETAIL SHT. 4 z HEAD & sILL�` DETAIL SHT. 4 HFAO &SILL DETAIL SHT. 4 ttP. HEAD &SILL l�ttP. F— O.C. TYP. INSTALLATION 2' MIN. OCAnON ON ANCHOR NOTE t HELT IA I I I 9 12.5' 12.5' 1 12.5' 12 5' 12.5' 12.5' MAX. MAX. y MAX. MAX y MAX. MAX. O.C. O.C' O.C. D.C.O.C.. O.C. ttP. TYR I TYP. TYR TYR TYR I y I x I I y l y z INACTIVE z ACTIVE ACNE ALIVE z ACTIVE i INACTIVE 1575" MAX. I G 3-TRACK CLUSTER DETAIL 6' MAX. TYP. ' (— INTERLOCK/ASTRAGAL MASONRY/CMU INSTALLATION WOOD FRAMFOX DUCK INSTALLATION TYPICAL HEAD AND SILL 12.5" MAX._ O.C. TIP. 6'�MAX. T)T- WEEP SLOT NOTES: 6 M. TYP' 1. ALL UNITS HAVE A 375" x .125" WEEP SLOT CUT 'THROUGH 'THE SCREEN - TRACK LOCATED.T5"FROM 14"MAX, EACH JAMB AND 35"EROM O.C. TYR ALL INTERLOCKS. 96" MAX. 2. ALL UNITS HAVE A.3/5"x .125" WEEP SLOT CUT DOOR HEIGHT INST ON� THROUGH THE RXTERIOIR CHOR DOOR'rRACK LOCATED A, LOCATION _ TYP. SEE FROM ALL IN I'EHLOCKS. INSTALLATION NDTE 1 SHEET 1A ' STER ZP. STER � SEE CLUSTER H. 4All.HT. 4 DETAIL sHi. 4 & SILL &SILL ttP. HEAD @SILL �CHOR-TRACK) (3) AN PM LO OR WIDTH 283 1/2 SEE CLUB SEE CLUSTER SEE CLUSTER DETAIL . 4 P. H & SItL� lx& pETAIL SHT. 4 DETAIL SHT. 4 ttP. HEAD & SILL�W. HEAD & -X \ SILL — 12.5' 12.5' 12.5 12.5' I 12.5' 112.5' MAX MAX. MAX. MAX. , MAX, f O.C. O.C. O.C. O.C. O.C. O.C. TYP. I DR. TYP. I I M. I I 7YP. I ttP. g t o g I Y I ,�$F9 ACTIVE I ACTIVE AC+NE I I d AyNE i I I ACTIVE W I CTIVE I I I I I 6' MAX. TYP. -- — `SEE CWS SEE 7 'SEE DERAIL SHTE4 ` DETAL HSi.E4 J DETAIL CLUSTER 4 J TYP. HEAD & SILL W. HEAD & SILL TYP. HEAD & SILL ANCHOR LAYOUT (3-TRACK) (3) ANCHORS PER LOCATION SGD ADD (XXXXXX) SET! NOTE: SHEM 2 12.5" MAX. O.C. TYP. (3) ANCHORS PER LOCATION (3) ANCHORS PER LOCATION STO. JAMB ",-(2) ANCHORS U a _ PER POCKET 'Z in i HOOK STRIP F-I F N o INSTALLATION ANCHORS a w a a z SEE INSTALwnON O E NOTES SHEET IA z I —I N U V m z z W >5 J2.5' MAX. I� C O.C. HP. _ �(3) ANCHORS PER LOCATION Robert J. AiPoruso, P, `(2)ANCHORS FL P.E. No. 49752 PER POCKET HOOK STRIP ,umx; Nekr„� INTTAWTION oyiWlly Sign I R06 nl.Amumm,PE. ANCHORS N:m=P01 1.Amwuw,Pl.o=PTC SEE INSTALLATION uO De9gn Group, LL4 NFLPE. NOTES SHEET IA N. 2.f8PECeftn(AuIKNu.25935, MAX. DOOR WIDTH 96' 12.5' MAx. 12.5' M4X. SEE CLUSTER OC. ttP. O.C. ttP (2) ANCHORS \ DETAIL SHT. 5 PER LOCATION 6"Tpx.y �WP. HEAD & SILL 14' MAX. O.C. TYR INSTAUARON11_/ ANCHOR LOCATION TYP. SEE INSTALLATION NOTE I SHEEF 1A INSTALLATION ANCHORS SEE INSTALLATION NOTES SHEET IA 6° MAX. TYP. —r 2.5' 12.s P. f y MAX. f ttP. MN. l O.C.O.0ttP. I l y s y 96, z i I DOOR x ACTIVE ACTT �\- (2) ANCHORS PER POCKET HOOK STRIP (2 CHORS PER L ON SEE CLUSTER DETAIL SHE 5 TYP. HEAD & SILL ANCHOR LAYOUT (2-TRACK) --- 3 3' — 3. 3° 3° SGD 21111'IF(XX) S EANDARD OR REVERSE 2-TRACK CLUSTER DETAIL rRAME12X HOCK INSI'ALL11'ION TYPICAL HEAD AND SILL 96" MAX. DOOR HEIGHT 12.5' MAX, O.C. TYP. 6° MAX. L 6' MAX. TYP. _ WEEP.SL(XFNO'1'ES: 1. ALL UNITS IIAVE A JTS" 114" MAX. .129' WEEr S101'CUT O.C. TYP. TII ROUGII'1'HE SCREEN 'TRACK LOCATED.TS" FROM TAX, EACH JAMB AND 33"FROM EIGHT ALL INTERLOCKS. 2. AI.1, UNITS HAVE A J75" x .125" WEEP SLIT CUT THROUGH THE EXTERIOIR DOOR TRACK LOCATED 6" FROM ALL IN'EERLOCKS. 12.5° MAX O.C. TYP, 6' MAY. INSTALLATION ANCHOR LOCARON ttP. SEE INSTALLATION NOTE 1 SHEET IA NOTES SHEET 1A MAX. DOOR WIDTH 98" SEE CLUSTER 12.5 MAX' DETAIL SHT. 5 O.C. lYP �TYP. HEAD & SILL. 12.5' 1P.5' v Mg.f � MW(. OL. O.C. TYE. Y TYR i; w I I x � x ACTIVE 4d ACTIVE 95" M. DOOR HEIGHT ANCHORS ANCHORS LOCATION 4CHORSy DETAIL SM. 5 OATION hP. HEAD & SILL EET 1A ANCHOR LAYOUT (2-TRACK) S(:D2D2T2P(XX) MAX. DOOR WIDTH 192° STANDARD OR REVERSE, 12.MA SEE CLOSER SEE CLUSTERM. DETAIL SMT. 4 DETAIL SHT. 4 W) ANCHORS O.C.00CM.TYRHEAD & SILL �TYP. HEAD & SILL PIER LOCATION MAX. �. 12.5 12.5° MAX. O.C. .--� MAX. MAX. f O.C. TYP. O.C. O.C. IYP. T1P. TYP. j j o 0 j w x w x x w x j I z ACTIVE z ACTIVE ACTNE w� % ACTIVE `L - I I I I y l ----------------- ttP. HEAD & SILL WP. HEAD & SILL ANCHOR LAYOUT (3-TRACK) PCR SGD 4H3T21' (XXXX) 6 MAX. TYP. T MAX.14* O.C.O.0M. (3) ANCHORS PER LOCATION of 0 a a U I z Robert J. Amoruso, P' FL P.E. No. 49752 ANCHORS '"'iuiie'n• POCKET K STRIP iylW1'1E or�L leg off' pigi[ally Agne4 byfloberU.Amomso, Pm OR cn=Robert J. Amomso, P.E, o=PTC Pmdua(e[11,Group LL4 u=FL PE No. 4975L FBPECom of Aurh. No. 25935, ail=mbeet@pte�orp.mm a=US Wte:201503.09083):34 -04'00' ACTIVE PANEL ACTIVE PANEL ACTIVE PANEL AVG. WIDTH 47.3"~~ WIDTH WIDTH k POCKET WALL UNDER D.L.O. WIDTH D.L.O. WIDTH D.L.O. WIDTH SEPARATE APPROVAL ' 42 7/8' ' ' 42 7/8" 42 7/8" Mo fill Irm a a 93 3/4' o MAX. PANEL HEIGHT 3"BUSTER p Y a V k 14 96' MAX DOOR HEIGHT 89 5/8' 2' MIN. 0 n w MAX D.LO. SEPARATION nP. 5 0 0 F o O La pd o 3-TRACK CLUSTER DETAIL Z a On MI�Orr '-¢ INTERLOCK/ASTRAGAL Z S a a z€ RRNPORCEMEM REINFORCEMEM hU\SONRY/C.AIU INSTALLA'rR:N ��jWj.. a ' C i 2 W ELEVATION (3-TRACK) WOOD FRAM02X BUCK INSTALLATION 2� ' D,Z ev� TYPICAL READ AND SILL I ZQ $g� 5GARDO PIXXX) U WRI2P SL(1'1'NOl'F_ti: W 0 ea ST',\NDAI2D OR RP.VIvRSF: Q b�U, V O �pn L ALLU EEPSLOTC 375"x XT ' 12.5' MAX. Z Q THROUGH THE SCREEN MAX. SEE CLUSTER O.C. 71P. y TFlROUOII THE SL'REEN ! �ttP�HFAO k SIL/� (E ANCHORS W Q QI'a_a� TRACK LOCATED.75"FROM PER LOCATION E K�_6 EACH JAMB AND 3S"FROM RR ALLIN'I'FIRLOC.KS, 6' MAx nP. w 20ye 2. ALL UNITS HAVE A.375" xgoo § .225" wFa;r NLrrr cur '1'HROUC.H111FF.KYTERIOIR 14'IM DOOR TRACK LOCAT81I I D.C. i1P. FROM ALL INTERLOCKS. (3) ANCHORS PER LOCATION HillLATION ANCHOR LOCATION INSTALLATIONTYP. SEE �-(2J ANCHORS RobeH J. Amoruso, Pie NOTE I 'PER POCKET FL P.E. No. 49752 SHEET 1A HOOK STRIP Digitally signi,cAroor by Pobertl.Amaruso, P.E INSTAUATIDN ANCHO S AN:cn=Robenl. SEE INSTALLATION m:o I NOTES SHEET 1A �S' 4'.;y.- o=PIC Product I SEE CLUSTER 4' r++ux ,o' 6" MAX.�I DETAIL ENT. 6 (3) ANCHORS o� �''I+ �jV£ DeslFn .E,No. LL<. FIT. IYP. HEAD & SILL PER LOCATION ou=aeE. rva. 49I52.i8PECerLo! ANCHOR LAYOUT (3-TRACK) wiw;ey;;tE ` Apth. No n935, mall=mheopplC S(ID3D3TII'(XXX) copR ,c=US STANDARD OR REVERSE N TE: NOMINAL PANEL 49 1/2" X 93 3/4" Date10150F09 8857:4e-0Saa I I 9 � I I � U i U IS 7 1S i 12 I I I o ACTIVE I o ACTIVE � � ACTIVE I I MAX. I 12.5' i MPX � � TM. O.C. TiP. I T'� I U I U I I U x w ACTIVE � � x ACTIVE � p x w ACTIVE z f — 12.5' I O.C. of Q 1 1/2" MIN. 2" MIN. _ 1 1/2" MIN. 1" MIN. crw.•. y 1" MIN. EDGE DISTANCE SEPARATIONEDGE DISTANCE rE d EDGE DISTANCE 51 OR 3 EDGE DISTANCE B WOOD SHEATHING n 3 CONCRETE (BY (BY OTHERS) o OTHERS) p SEAL BETWEEN S SEE ANCHOR SCHEDULE w WOOD BUCK & SHEET 1B MIN. EMB. 1 1/2" MIN. < e CONCRETE (BY EXTERIOR FINISH EMBEDMENT OTHERS) (BY OTHERS) /4" MAX 1X WOOD BUCK Y I SHIM SPACE G 5 (BY OTHERS) (SEE GENERAL ITE 3 SHEET IA) 1/4" MAX. } E/ --- -- SHIM SPACE PERIMETER SEAL EXTERIOR FINISH - (BY OTHERS / ) r- . 13 OTHERS) f 3 q '2) OT WOOD FRAME 0 Z, m n_ J II A� ALLA PANEL NOTE a PERIMETER SEAL tg '�rT 3 4 ALL ACME PANEL WILL HAVE TWO (2) 13� 4 (BY OTHERS) O n o 0 a 11 (SEE GENERAL o (BY OTHERS) 13 4 PANEL BRACKETS (REM THE 3 11 NOTE 3 SHEET 1A) BW 11 IIIJJJ EXTERIOR FACE OF THE PANEL NELL AT THE 1q 1D O 14 10 11 FIXED INTERLOCK, INTERLOCK OF � o ASTRAGAL PANEL, LOCKSTILE OF 4 9 10 21 SEE GLAZING DETAIL d N 3 o' 10 LOCKING PANEL AND LOCKSTILE OF 2 ON SHEET 16 II--,� SEE GLAZING DETAIL q 2• 9 OPERATING PANEL TO FRAME JAMB. 21 0 9 - H m z O 2 ON SHEET 16 2 0 9 THERE WILL BE ONE (1) PANEL SEE GLAZING DETAIL I -A IN'I'F,RIOR BRACKETS (ITEM #7) AT THE HEAD AND 2 ON SHEET 16 �i c3 ylU mr z < EXTERIOR SEE GLAZING DETAIL ONE (1) PANEL BRACKETS (ITEM #7) EXTERIOR INTERIOR F-1 0 0 � a � � m 21 2 ON SHEET D AT THE SILL. EACH PANEL BRACKET W 0 y � (ITEM N7) IS SECURED TO THE FRAME be Z-0 (I)VERTICAL SECTION HEAD OR SILL WITH TWO (2) �10 . 1" VERTICAL SECTION �' zz w =o� c'e HEX TEK SCREWS (ITEM #37) WOOD < <- A ALL PANELS OPERABLE ALL PANELS OPERABLE U < z 98§ FRAME INSTALLATION OR TWO (2) M10 • % Q N 0 P CONCRETE \V/IX\VOODBOCK INSTALLATION U �I (ITEM TYPE AS PH TAPPING SCREWS WOOD INSTALLATION (ITEM LTIO MASONRY OR CMU 5/1 n w SEE GLAZING DETAIL ) 9 SEE GLAZING DETAIL 2 1 ON SHEET 161 INSTALLATION. THE RID K 5/lfi' TYPE 1 ON SHEET 16 'F" PH TAPPING SCREW (REM P22) SEE GLAZING DETAIL ti < je MUST RI INSTALLED INTO A 1 ON SHEET 16 � s EXTERIOR g g B 9 8 9 INTERIOR PRE -DRILLED PILOT HOLE OF 0.1ETS 12 SEE GLAZING DETAIL 5 N0. I6 DRILL. THE PANEL BRACKETS 1 1 ON 5HEET 16 tl 10 10 ARE NOT SECURED TO THE FACE OF '- w 8 ¢¢¢&E 151 5 3 THE ACTIVE PANELS. EXTERIOR 5 8 9 8 9 8 9 INTERIOR 6 4 10 1O SILL RISER REQUIRED FRAME SILL IN BED SILL RISER REQUIRED 6 SEAL OR CONCRETE _ 8 36 FOR WATER RATING SET FRAME SIL IN q 71 11 FOR WATER RATING PERIMETER SEAL 44 6 �. O "I BED OF SEA M 5 I_ j (BY OTHERS) (pI( ®I ® PERIMETER SEAL e - CRETE (BY OTHERS) Ilf T F " T (BY OTHERS) EXTERIOR FINISH (BY OTHERS) [G' WOOD SHEATHING 1 1/2" MIN. (BY OTHERS) EMBEDMENT Robert J. AmorusD,P SEE ANCHOR SCHEDULE 5 5 5 FL P.E. No. 49752 - SHEET 1B MIN. EVE. (2) 2% WOOD FRAME 01w.zi9n 5 (BY OTHERS) R46enj.3.Am4rusq OR ®3 5 P£ ON:cn=Pn ML 1 1/2" MIN. 2" MIN. 1 1/2" MIN. i" MINIMUM 2" MIN. 1" MINIMUM Pgf\"`F"' °`b�-17C`,WEEl EDGE DISTANCE SEPARATION EDGE DISTANCE EDGE DISTANCE SEPARATIO � EDGE DISTANCE 1"'" `N D111 no•oul LLQ lim �w 49752, P.EN4. �p1VERTICAL SECTION VERTICAL SECTION 1a t f 499szTe25935, euta.N4.35933, ALL R\NET QPERARLEAIA^•"' m iF_mEe•IRPtc- '� CONCRETE TAiRATIO -TRACK INSTALLATION (TYN WOOD INSTALLATION m,P�4nlc-D9 CONCRfi TE INSTALLATION W. imsm.o9 0&Sfl0144w 1 1/2' MIN. 2' MIN. 1 1/2- MIN. ? . SEPARATION EDGE DISTANCE SEPARATION _ EDGE DISTANCE 1' MIN. EDGE OISTANCE�^� 1 OR 3 _[_EDGE 1' MIN. DISTANCE $ 3 W000 SHEATHING CONCRETE (BY N c (BY OTHERS OTHERS)p SEAL BETWEEN 5 52 a EXTERIOR FINISH 1X WOOD BUCK & CONCRETEM (BY OTHERS) (BY OTHERS) 1 1/2- MIN. EMBEDMENT 1X WOOD BUCK B (BY OTHERS) (SEE GENERAL • SEE ANCHOR SCHEDULE Io MAX. NOTE 3 SHEET 1A) r SHEET 1B MIN. EMS. 2 SEE FIXED PANEL SHIM,SPACE G u NOTES SHEEP 128 T '-' SEE FIXED PANEL 7 I L. I NOTES SHEET 128' y 1/4` MAX — SHIM SPACE PERIMETER SEAL 7 it _ 1 1 13 - 2 2X WOOD FRAME O EXTERIOR FINISH to (BY OTHERS) 4 ., 3 4 (BY OTHERS) BY OTHERS ) III 3 o p 13 _. f _ 4 (SEE GENERAL - PERIMETER SEAL 13 4 4 3 11 NOTE 3 SHEET IA) (BY OTHERS) 3 II 4 4 14 10 4 20 9 10 2 SEE GLAZING DETAIL SEE GLAZING DETAIL 2 ON SHEET 16 2 ON SHEET 16 21 O 9 EXTERIOR INTERIOR VERTICAL SECTION 8 EXTERIORPANELPIXED WOOD INSTALLATION (9V SHEEP DETAILH 221 SEE GLAZING SEE GLAZING DETAIL 2 ON SHEET 16 EXTERIOR 1NT'ERIOR y m z U VERTICAL SECTION 8 EXTERIOR PANEL FIXED a CONCRETEW/ IX WOOD BUCK INSTALLATION SEE GLAZING DETAIL I U N U Z [x] wa SEE GLAZING DETAIL SEE GLAZING DETAIL 1 ON SHEET 1612 1 1 ON SHEET 16 EXTERIOR 5 8 9 8 9 8 9 INTERIOR 6 EXTERIOR 10 10 3 SILL RISER REQUIRED 4 11 _ FOR WATER RATING _ 11 SET FRAME SILL IN BED OF ] 5 35 SEAL OR CONCRETE -'I 18 �' 3 SET FRAME SILL IN PERIMETER SEAL 44 O 1 -) BED OF SEALANT PERIMETER SEAL CONCRETE (BY OTHERS) l T IT T T (BY OTHERS) 1 EXTERIOR FINISH ^' ,p (BY OTHERS) — WOOD SHEATHING I (BY OTHERS) SHEET 12B , OSEE GLAZING DETAIL 1 ON SHEET 16 INTERIOR SILL RISER REQUIRED FOR WATER RATING ®3 I5 (2) 2X WOOD FRAME _ 1- MINIMUM (� OTHERS) EDGE DISTANCE EDGE/DISTANCESEPARATION EDGE/DISTANCE MVERTICAL SECTION VERTICAL SECTION 8 EXTERIOR PANEL FIXED 3-TRACK INSTALLATION (TYP.) U WOOD INSTALLATION WOOD INSTALLATION CONCRLTEINSTALLATION RobeH J. Amamso, P. FL P.E. Noo...49752 DglGllyseneEby PatemJ A=mso. RE oN m=Pvcea[ A ammsa aE o=PT< Fodm IMs9n ofA NwPECMaIPWt49]SyiBNm 25915. email=mbenWPN<omcom. r-US Oam:]015.0].09083415 -0a'Otl I* MIN. EDGE DISTA WOOD SHEATHING (BY OTHERS) EXTERIOR FINISH (BY OTHERS) 2X WOOD FRAMES (BY OTHERS) (SEE GENERAL NOTE 3 SHEET IA) PERIMETER SEAL) (BY OTHERS) EXTERIOR SEE GLAZING DETAIL 2 ON SHEET 16 SEE GLAZING DETAIL 1 ON SHEET 16 EXTERIOR T FRAME SILL IN BED OF SEAL OR CONCRETE PERIMETER SEAL (BY OTHERS) CONCRETE (BY OTRERS)� 2.88" MIN. 1" MIN. SEPARATION —70GE DISTANCE lOR 3 1 1/2. MIN. EMBEDMENT 1 13 4 I, 3 11 1 10 y 4 INTERIOR III 2 9 2 SEE GLAZING DETAIL 2 ON SHEET 16 MVERTICAL SECTION BOTH PANELS OPERABLE WOOD INSTALLATION 2.85" MIN. 285' MIN. 2 1/2' MIN. SEPARATION DGE DISTANCE CONCRETE (BY OTHERS) SEAL BETWEEN 1X WOOD BUCK & CONCRETE (BY OTHERS) 1X WOOD BUCK (BY OTHERS) (SEE GENERAL NOTE 3 SHEET IA) EXTERIOR FINISH (BY OTHERS) PERIMETER SEAL (BY OTHERS) SEE ANCHOR SCHEDULE SHEET 18 MIN. EMB. 1/4" MAX. SHIM SPACE EXTERIOR I,..II-LI Z m INTERIORU SEE GLAZING DETAIL 2 2 ON SHEET 16 y H U G W VERTICAL SECTION O BOTH PANELS OPERABLE I W CONCRETE W/ IX WOOD BUCK INSTALLATION U ❑j Qhti EXTERIOR INTERIOR z SEE GLAZING DETAIL SEE GLAZING DETAIL 12 SEE GLAZING DETAIL W > 1 ON SHEET 16 1 ON SHEET 16 12 1 ON SHEET 16 ti 5 8 9 8 9 10 6 71 10 INTERIOR 4 77 SILL RISER REQUIRED FOR WATER RATING SET FRAME SILL IN BED OF SEALANT I• ', 5 18 t 3 3 SILL RISER REQUIRED FOR WATER RATING PERIMETER SEAL 2 ( 6 ® (BY OTHERS) �� .� EXTERIOR FINISH (BY OTHERS) — WOOD SHEATHING. II I SEPARATION ����� (BY OTHERS) �� 2 1/2' MIN. y� EDGE DISTANCE 81 OR ®3 EDGE DISTANCE 1' MINIMUM 2.BB" MIN. EDGE DISTANCE SEPARATION VERTICAL SECTION MVERTICAL SECTION BOTH PANELS OPERABLE BOT11 PANELS E CONCRETEINSTALLATION WWD INSTALLATION 2-TRACK INSTALLATION (TYP.) 1 1/2" MIN. EMBEDMENT (2) 2X WOOD FRAME (BY OTHERS) 1" MINIMUM AGE DISTANCE Robert J. Amomso, P; FL P.E. No. 49752 *rxSnxe �Exr is UgRNly signed by Robert J.Amonno, RE. ON: [r-PV Een J. Amoeuso. PE, o=PTC PmEuttO gn(you0. LLG ou_iL PE NO. 4975Z TBPEQB. ofAUN. Nes, 2593S. md', 201 SZ109 DKaP smM1 FU5 Dnte:2015A309085&30-DG'Otl I" MIN. 2.88" MIN. 1" MIN. 2.88" MIN. 1/4" MIN. n m EDGE DISTANC SEPARATION DGE DISTANCE 2 1/2" MIN. SEPARATION EDGE DISTANCE k EDGE DISTANCE ` $ A WOOD SHEATHING CONCRETE (BY 'O (BY OTHERS) 51 OR 3 OTHERS) SEE ANCHOR SCHEDULE p SEAL BETWEEN SHEET IS MIN. EMS. EXTERIOR FINISH I w 1X 9 WOOD BUCK & v 'o (BY OTHERS) CONCRETE (BY OTHERS) d' 2X WOOD FRAME 1 1/2" MIN. w (BY OTHERS) EMBEDMENT 1XIWOOD BUCK :•.,� - "- w ' IS (SEE GENERAL 1 (BY OTHERS) EET IA) li T (SEE GENERAL °T 1/4" MAX. o NOTE 3 SH 13 - NOTE 3 SHEET 1A) 1/4MAX •I . SHIM SPACE 1�w PERIMETER SEAL O3 SHIM SPACE EXTERIOR FINIS;_ BY OTHERSVJJ (BY OTHERS EXTERIOR 14 11 IN1'ER111R (BY OTHERS) 1413 VERTICAL SECTION O PANEL OPERABLE WOOD INS'TALIATION SEE GLAZING DETAIL 2 ON SHEET 16 SEE GLAZING DETAIL 1 ON SHEET 16 EXTERIOR lI_ II INTERIOR \.l 21 SEE GLAZING DETAIL 2 ON SHEET 16 . L VERTICAL SECTION Q P NELOPERABLE CONCRETEIMASONRY W/ IX WOOD BUCK INSI'ALIATION EXTERIOR INTERIOR SEE GLAZING DETAIL 12 1 ON SHEET 16 EXTI'R10R 35 INTERIOR 3 SET FRAME SILL IN BED OF 4 5 SET FRAME SILL IN 5 I 3 l } SILL RISER REQUIRED '� SEAL OR CONCRETE BED OF SEALANT 19 3 SILL RISER REpUIREO e FOR WATER RATING PERIMETER SEAL 2 g ® I• PERIMETER SEAL 2 6 FOR WATER RATING (BY OTHERS) ®,. (BY OTHERS) ®I - CONCRETE (BY OTHERS) VAAVAAVAA����\\.,�.T a `T I EXTERIOR FINISH f 1 1/2" MIN. y a a' a '15 (BY OTHERS) EMBEDMENT SEE ANCHOR SCHEDULE SHEET 18 MIN. ENE. WOOD SHEATHING (2) 2X WOOD FRAME 2.88" MIN. (BY OTHERS) (BY OTHERS) 2 1/2" MIN. SEPARATION1/4" MIN. 1 OR ®3 EDGE DISTANCE EDGE DISTANCE 1" MINIMUM 2.88" MIN. `— 1" MINIMUM EDGE DISTANCE SEPARATION EDGE DISTANCE rj VERTICAL SECTION VERTICAL SECTION IO PANEL OPE S O PANEL OPERABLE CONCNETI9M1tA50NItY [N1N5I',Ib\LLII'ION WOODINSI'ALLATION 2-TRACK INSTALLATION (TYP.) Robert J. Amomso. P. \ FL P.E. No. 49752 4 Ip PEa=WC 1 1/2- EDGE DI'. CONCRETE (BY - OTHERS) SEAL BETWEEN IX WOOD BUCK & _ CONCRETE (BY OTHERS) 1X WOOD BUCK (BY OTHERS) (SEE GENERAL NOTE 3 SHEET 1A) EXTERIOR FINISH (BY OTHERS) PERIMETER SEAL (BY OTHERS) 2" MIN. 1 1/2' MIN. PAATIO EDGE DISTANCE ' MIN. EDGE DISTA WOOD SHEATHING 67 62 SEE ANCHOR SCHEDULE (BY OTHERS)—\ A "� SHEET 1B MIN. EMB. i MM EXTERIOR (BY C 1/4" MAX. SHIM SPACE PERIMETER �� (BY OT SEE2 ONI ISHEET 116v ` I11 0] 21 2EOON SHEET D6 TAIL EXTERIOR INTERIOR VERTICAL SECTION ALL PANELS OPERABLE I-W.NCRETE W/IX WOOD BUCK INSTALLATION 1" MIN. E DISTANCE 1 1/2" MIN. EMBEDMENT SHIM/4' MAX. SPACE SEE GLAZING DETA`IL b�ll...l 21 SEE SHEET 16 AIL 2 ON SHEET 16 EXTERIOR 11N-1'ERIOR VERTICAL SECTION All. PANE" OPERABLE WOOD INSTALLATION SEE GLAZING DETAIL SEE GLAZING DETAIL 1 ON SHEET 1612 1 1 ON SHEET 16 SEE GLAZING DETAIL - 1 ON SHEET 16 EXTERIOR R 9 S 6 9 INTERIOR 12 I SEE GLAZING DETAIL 10 10 1 ON SHEET 16 6 ? 11 11 IFXTERIOR 3 SILL RISER REQUIRED 8 9 6 9 INTERIOR 14 •-'"' 5 35 FOR WATER RATING 5 10 10 SILL RISER REQUIRED SET FRAME SILL IN BED OF A 6 I1 FOR WEER RATING SEAL OR CONCRETE 8 y SET FRAME SILL IN 4 A 11 PERIMETER SEAL 44 BED OF SEALANT 5 I 35 (BY OTHERS) ILIII PERIMETER SEAL 6 3 CONCRETE (BY OTHERS) _- (BY OTHERS) EXTERIOR FINISH , (BY OTHERS) WOOD SHEATHING 1 1/2" MIN. SEE ANCHOR SCHEDVLE 15 (BY OTHERS) EMBEDMENT SHEET 1B MIN. EMB. (2) 2X WOOD FRAME (BY OTHERS) /DIS NCE SEPA AITION EDGE/DISTANCE EDGE MUM—MIN.MDISTANCE' SEPA AITION ' OR ® EDGE MI IMUM EDGE ASTANCE VERTICAL SECTION [VERTICAL SECTION ALI. PANELS OPERABLE :ALL PANELOPERABLB CONCRETE INSTALLATION 3-TRACK INSTALLATION (TYP.) WOOD INSTALLATION N Robetl J. Amoroso, P,. FL P.E. No. 49752 �i �VIHr"i•..� "3`mn`f,q n5 t,o�F Digiul ly signe6 by Roben J. Amo row. PE ON:cr, bb nLAmww. PS, o=PFC Produt,Rrsign Lroa,11C. u=FLP.E No<4W5Z FUECM. ofALoh.No. 3591S, em.11> o®P¢mPFmn,aus NU,e015,03Moa59.,00 4W (2) 2X WOOD 1 FRAME (BY OTHERS) I (SEE GENERAL — NOTE 3 SHEET 1A) 1" MIN. EOGE 1" MIN. EDGE DISTANCE WOOD SHEATHING (BY OTHERS) p HORIZONTAL SECTION EXTERIOR PANEL FIXED WOOD INSTALLATION 6 PANEL OXXXXXO REVERSE STACK (2) 2% WOOD 1 1/2" MIN. FRAME (BY OTHERS) EMBEDMENT — (SEE GENERAL NOTE 3 SHEET iA) 1° MIN. EOCE 1/4" MAX. SHIM SPACE SEE GLAZING DETAIL 2 GN SHEET 16 EX'I' 70R 2 RREXTERIOR5 7 PERIMETER SEAL SEE FIXED PANEL (BY OTHERS) NOTES SHEET 12B `EXTERIOR FINISH 3-TRACK (BY OTHERS) INSTALL I� 1/4" MAX. I SHIM SPACE SEE ANCHOR SHEET 1B 1 1/2 1 MIN. EDGE DISTANCE 2" MIN. SEPARATON 1 1/I" MIN. EDGE DISTANCE .:.: CONCRETE OR MASONRY BY OTHEERS CONC. INSTALL SHOWN EXTERIOR FINISHJ/ / (BY OTHERS) (1 1% WOOD BUCK (BY OTHER51 : ANCHOR SCHEDULE SHEET 18 MIN. EMB. 3 SHEET IA) SEE GLAZING DETAI 1 2 ON SHEET 16 21 NRENNE M-WANEW EN-T&TSTOMSTO 010® 1" MIN. EDGE _ '-' --� I "' DISTANCE ® ® KX'T4:RIOR 1 1/2" MIN. �— EDGE DISTANCE WOOD SHEATHING S�SEE ACTNE PA L �+ y (BY OTHERS) - PERIMETER SEAL NOTE SHEET 7 /y�/ (BY OTHERS) CONCRETE OR MASONRY BY / HORIZONTAL SECTION EXTERIOR FINISH OTHEERS CONC. INSTALL SHOWN // r A (BY OTHERS) EXTERIOR FINISH (8Y OTHERS) 2 1 EXTERIORPANELOPERARLI; IX WOOD BUCK (BY OTHERS) WOOD INS7ALLATION6PANEI.XXXXXX (SEE GENERAL NOTE 3 SHEET IA) AND t PANEL XXX 1/4" MAX. SHIM SPACE SEAL BETWEEN 1X WOOD BUCK & I—CONCRETE/MASONRY Tk (BY OTHERS) SEE GLAZING DETAIL 2 ON SHEET 16 F.XTF.RIOR IVIH—,� 5 ] R H Fa PERIMETER SEAL SEE FIXED PANEL U (BY OTHERS) NOTES SHEET 12B H p ORIZONTAL SECTION z EXTERIOR PANEL FIXED Tel CONCRETE/MASONRY W/IX WOOD BUCK UW Q 'O 77 STACK amz 1/4" MAX. SHIM SPACE $/ SEAL BETWEEN 1X WOOD BUCK & :s CONCRETE/MASONRY (BY OTHERS) 5 SEE GLAZ 2ON S F,XTTTRIOR PERIMETER SEAL T (BY OTHERS) IZ HORIZONTAL SECTION EX TERIOR PANEL OPERABLE CONCRETE/ MASONRY W/ IX WOOD BUCK INSTALLATION 6 PANEL XXXXXX AND l PANIEL XXX bl FL P.E. No. 49752 e� Y�{F <o•,� Digitallyslgned 6ypobert 1.Pmomw, P.E DNsn=NabenLAmwmo PE.a=RL pmEua2'FSP Wow,LLQ NQ.HE Na. a9A3, FBPE Ce 2 aT Au N. No. }5916, ma A=eo6ertHpt«ary.<om, nU5 Dale.3615.63.090&54.15-01'6tl (2) 2X N FRAME (BY OFF (SEE GENI NOTE 3 SHEET 2" 1/4" MAX. SHIM SPACE SEE FIXED PANEL NOTES SHEET 12B 50 11 10 6 9 21SEE GLAZING DETAIL 2 ON SHEET 16 IN 7 I?%TISIOOR 5 7 R 7 SEE FIXED PANEL 14 NOTES SHEET 12B 1" MIN. EDGE DISTr WOOD SHEATHING PERIMETER SEAL (BY OTHERS) (BY OTHERS) HORIZONTAL SECTION EXTERIOR BYEa HERS)ls" ���� TETI'PRIOR PANEL FIXED WOOD INSTALLATION 6 PANEL OXXXXXOS'EANDARD STACK PANEL OXXXXXO STANDARD STACK 3-TRACK INSTALLATION SEE ANCHOR SCHEDULE. SHEET iB MIN. EMS. SEAL BETWEEN 1X WOOD BUCK & CONCRETE/MASONRY FIXED PANEL NOTES: (BY OTHERS) 1. STANDARD STACKED CONFIGURATION, SECTIONS P/1213; THE FIXED PANEL AT THE JAMB IS FASTENED IN PLACE WITH FOUR (4) FIXED PANEL BRACKETS (ITEM #7) ON THE EXTERIOR FACE OF THE PANEL. TWO (2) FIXED PANEL BRACKETS (ITEM #7) AT THE HEAD AND TWO (2) FIXED PANEL BRACKETS (ITEM #7) AT THE SILL. EACH FIXED PANEL BRACKET (ITEM #7) IS SECURED TO THE PANEL TOP OR BOTTOM RAIL WITH TWO (2) #10 x 1" HEX TER SCREWS 2„ (ITEM #37). EACH FIXED PANEL BRACKET (REM #7) IS SECURED TO THE FRAME HEAD OR SILL TWO (2) #10 x 1" SEP, HEX TEK SCREWS (ITEM #37) WOOD FRAME INSTALLATION OR TWO (2) #10 x 5/16" TYPE 'F" PH TAPPING SCREWS (REM #22) MASONRY OR CMU INSTALLATION. THE #10 x 5/16" TYPE "F" PH TAPPING SCREW (ITEM #22) MUST BE INSTALLED INTO A PRE -DRILLED PILOT HOLE OF 0.177", NO. 16 DRILL. THE INTERIOR SIDE OF THE PANEL AT THE JAMB IS SECURED TO THE JAMB WITH THREE (3) #10 x 1" HEX TEK SCREWS (ITEM #37) LOCATED 6" FROM THE 1 i PANEL TOP AND BOTTOM WITH ONE (1) ADDITIONAL SCREW AT THE PANEL MIDSPAN. 2. REVERSED STACK CONFIGURATION, SECTIONS P/12A; THE FIXED PANEL AT THE JAMB IS FASTENED IN PLACE WITH FOUR (4) FIXED PANEL BRACKETS (ITEM 117) ON THE EXTERIOR FACE OF THE PANEL AND FOUR (4) FIXED PANEL BRACKETS (ITEM #7) ON THE INTERIOR FACE OF THE PANEL. FOUR (4) FIXED PANEL BRACKETS (ITEM #7) AT THE HEAD AND FOUR (4) FIXED PANEL BRACKETS (ITEM #7) AT THE SILL. EACH FIXED PANEL BRACKET (ITEM #7) IS SECURED TO THE PANEL TOP OR BOTTOM RAIL WITH TWO (2) #10 x 1" HEX TEK SCREWS (ITEM #37). EACH FIXED PANEL BRACKET (ITEM #7) IS SECURED TO THE FRAME HEAD OR SILL TWO (2) #10 x 1" HEX TEK SCREWS (ITEM #37) WOOD FRAME INSTALLATION OR TWO (2) #10 x 5/16" TYPE "F" PH TAPPING SCREWS (ITEM #22) MASONRY OR CMU INSTALLATION. THE #10 x 5/16" TYPE "F" PH TAPPING SCREW (ITEM #22) MUST BE INSTALLED INTO A PRE -DRILLED PILOT HOLE OF 0.177", NO. 16 DRILL, 3. STANDARD OR REVERSED STACK; ADDITIONAL FIXED PANEL BRACKETS (ITEM #7) ARE LOCATED AT THE HEAD AND SILL OF THE FIXED INTERLOCK, INTERLOCK OF THE ASTRAGAL PANEL, LOCKSTILE OF THE LOCKING PANEL AND LOCKSTILE OF THE OPERABLE PANEL. EACH FIXED PANEL BRACKET (ITEM #7) IS SECURED TO THE PANEL TOP OR BOTTOM PAL WITH TWO (2) #10 x 1" HEX TEK SCREWS (ITEM #37). EACH FIXED PANEL BRACKET (ITEM #7) IS SECURED TO THE FRAME HEAD OR SILL TWO (2) #10 x I" HEX TER SCREWS (ITEM #37) WOOD FRAME INSTALLATION OR TWO (2) #10 x 5/16" TYPE T" PH TAPPING SCREWS (ITEM #22) MASONRY OR CMU INSTALLATION. THE #10 x 5/16" TYPE "F" PH TAPPING SCREW (ITEM #22) MUST BE INSTALLED INTO A PRE -DRILLED PILOT HOLE OF 0.177", NO. 16 DRILL. /2" MIN. DISTANCE J� CONCRETE OR MASONRY BY OTHERS COLD. INSTALL SHOWN EXTERIOR FINISH (BY OTHERS) IX WOOD BUCK (BY OTHERS) (SEE GENERAL NOTE 3 SHEET 1A) 1/4" MAX. SHIM SPACE 4 7N0ING 0TES SHE aN YT2 O`I RS�HEEf 16 EXTERIOR SEE FIXED PANEL NOTES SHEET 123 PERIMETER SEAL (BY OTHERS) HORIZONTAL SECTION EXTERIORPANELFIXP:D CONCRETE/MASONRY W/IX WOOD BUCK INS TALLATION 6 PANEL OXXXXXO STANDARD STACK U z H z ^I a W Robert J. Amomso, P. FL P.E. No. 49752 # ......i£h a', GgiMllysignedby Rob rti Amoroso, PE ON: m=Aobert 1. AmOmsA AE"KC Nodu,11Dd1gnG—I,000 ou=FLP.E. 40.49752,FBPECer dAuO.No.25935, mall>ob.01090 5932 <WS Da¢:2015.OB0908:593304'00 SEE GLAZING DETAIL 1 ON SHEET 16 I SEE 2 EXTERIOR 7 R 2 \' �\ \ SEE GLAZING DETAIL \\o \\®\\© 2 & 4 ON SHEET 16 SEE FI%ED PANEL 11 4 0 q NOTES SHEET 12B 010 nHORIZONTAL SECTION 3 INTERLOCK (FIXED TO OPERABLE) INTERIOR 6 PANFL OXXXXXO REVERSE STACK EXTERIOR ISEE GLAZING DETAIL 2 ON SHEET 16 SEE GLAZING DETAIL 2 16 7 1 ON SHEET 16 1 11 10 IN'1'E'RIOR EXTERIOR SEE GLAZING DETAIL N SHEET 16 2 SEE GLAZING DETA IN TERM 16 23 014 E CINVEi PANE' 7 HORIZONTAL SECTION INTERLOCK (FIXED i'O OPERABLE) 6 PANEL OXXXXXO STANDARD STACK ©© 5 11 ©O 12 1 SEE ON SHEET 6 AIL 1N'1'NRIOH USES ACTIVE PANEL 3 0 6NOTE SHEET 7 SEE 2 Ij EXTERIOR 0 HORIZONTAL SECTION ASTRAGAL (OPERABLE TO OPERABLE) a SHEET 16 SEE ACTIVE PANEL NOTE SHEET 7 d g HORIZONTAL SECTION N Z Z INTERLOC'IC (01'IiRAlfldi T'O OPIiIEABLli) ao� 6PANGI.XXXXXXAND6PANF:LOXXXXXO yy 5 m F U Q m 6 W ads Z, jz az Uw h 0 U_ W > g :E GLAZING DETAIL 2 ON SHEET 16 EVIERIOR E GLAZING DETAIL ON SHEET 16 INTERIOR EX'I ERICK ju�HORTZONTAL SECTION I INTERLOCK (OPERABLE TO OPERABLE) 2 PANEL. XX, 4 PANEI. XXXX AND 3 PANW. XXX FL P.E. No. 49752 DigitaBysignedby Robertl.Amorusa, PE Aran RI ,R1. .=PTC o P E. ''PigoGOdun o._�FLP.E N.. LL4 i:w pJ `..... i9y5ZFBPECen.of S,,, Yet€ Autb.No.25935. mp.com, a05 Date:301503.09 0&59314A Do SEE ANCHOR SHEET IB CONCRETE OR MASONARY (BY OTHERS) CONC. INSTALL. SHOWN IX WOOD BUCK TO BE PROPERLY SECURED (BY OTHERS) (SEE GENERAL NOTE 3 SHEET IA) 1" MIN. EDGE DISTANCE ttP. INTERIOR AND EXTERIOR SEE HORIZONTAL SECTION ON PANELQL POCKET HOOK SKIP (APPLICABLE 'IT) SIDE IAMBS ONLY) CONCRITIYMASONRY INSTALLATION E EDGE DISTANCE (2) 2X WOOD FF (BY OTHI (SEE GENE NOTE 3 SHEET INTERIOR EXTERIOR IN'1'LRI(IR (27J 26 W 0 EXTERIOR SEE GLAZING DETAIL 2 ON SHEET 16 /©1HORIZONTAL SECTION PANEL C POCKET I TOOK STRIP (APPLICABLE TO SIDI.1AMBS ONLYI WOOD INSTAI.I.ATTON 1/4" MAX. SHIM SPAC I WOOD BUCK (BY OTHERS)\ (SEE GENERAL NOTE 3 SHEET 1A) n4 1 N'TIiRIDR EXTERIOR 2 SEE GLAZING 2 ON SHEE E ANCHOR SCHEDULE IEEr 1B MIN. EMB. 1 2 1/4" MIN. EDGE DISTANCE PERIMETER SEAL J r— SEAL BETWEEN 1X (BY OTHERS) WOOD BUCK & coNCR RY (HORIZONTAL SECTION (per/MASONOTHERS) I� PANELOPERABLE , CONCRETE/MASONRY W/IXWOOD BUCK INSTALLATION 2 PANEL XX 1/4" MAX. 1 1/2" MIN. SHIM SPACE �r EMBEDMENT INTERIOR 2.88" MIN, SEP ATON 2 1/2" MIN. 7TTANCE CONCRETE OR MASONRY (BY OTHERS) ,,.CONC. INSTALL. SHOWN EXTERIOR FINISH (BY OTHERS) (2) 2X WOOD FRAME (BY OTHERS) r(SEE GENERAL NOTE 3 SHEET 1A) I" MIN. EDGE DISTANCE 2,88" MIN. SEPARATION I" MIN. EDGE DISTANCE SEE GLAZING DETAIL WOOD SHEATHING 2 ON SHEEP 16 7 L/ (BY OTHERS) SEE ACTIVE PANEL PERIMETER SEAL EXTERIOR FINISH NOTE SHEET 7 (BY OTHERS) (BY OTHERS) 1 ORIZONTAL SECTION I[f PANEL OPERABLE WOOD INSTATE%TION 2 PANEL XX Robert J. Amoruso, P. , FL P.E. No.49752 Fe4 ay�44t Dglulty ig refi bl Bobert J. Amoroso, Pt DN ui=AoheR 1. Ameiu». PE e=PIC PMuR Oxslgn Gmuplt4owFLPE NoaiI=sc ,FBPFCemrpco 1�.N9.29915, .20ISD3.W mm r=IIS P le ]DI SA3.09 D9ADM b Dtl m O3 3-3' Sill Riser O 2-Track Frame llead 3p OXO/OXXO Astragal Single Glaze Bead Typ. Wall Thickness 0.078' Typ. Wait Thickness 0.078• Typ. Wall Thickness 0.07W 26 Typ. Wall Thickness 0.078• N $ $ 062 5.915 0.64�6'l�-6yIh a Oa w °W w L 1.3]6" J.61 )- r tODl°0.25•r 1.276'4-H 0.9B2a-1 4.828' 4.502• 2J39' L 2q 2-Track Frame Jamb Typ. Wait Thickness 0.W8' 5.837.-I 20 Insulated Glaze Bead Typ. Wall Thickness 0.07W 1.275 Q�1 7 Fixed Panel Bracket dW 6 a Typ. Wall Thickness 0.090' 1.242• 1.242- -1.]5'- -1 �1.aD1 T-Clip Cut Length -212' 1- Of O - on O.43B= )46'to2-Track O N O O Frame Sill 25 Lockstile/Fixed Stile ©Bottom Rail Insert tF a .Typ. D• Wall Thickness 0.0)B- Typ. Wall Thlckness 0.078' Typ. War Thlckness 0.078- € I 1.273•1-1 5.993' 200• L 1-2.875•-I 1.5)8' 1.438• �-II-2 .669° 702• eT Z N Fy--11 O m Z o a z h U F a w ` 32 11" 3" Steel U-Channel Length x (Full of I-%,.2ee• 34 Astragal) o.25•J 1 6.0Q• I 1-1.8)5'-I roo• .218' �Wj p� O z E a : a -J.aD•-I_0.180• 41 1� z (a. u j z E ��„5agp•�E0�2 31 OXO Semen lamb/Adapter ® Panel Top Rail Q5 Panel Bottom Rail 1 Typ. Wall Thickness 0.078' Typ. Wall Thickness 0.078' Typ. Wall Thickness 0.078- y � 1.))5' 0.90t. 2.05' .1I_- .90 2220' ~6 v 13eE52" EA4§5 062 Pocket Hook Strip 1424 .16' 1.438• -.21• rm Tyr. Wall Thltluess0.12' 1.O2Ye a 3729' .3•- 16 Exterior Interlock - 17 Interior Interlock .717' - Typ. Wall Thickness 0.076' - Typ. Wall Thickness 0.078' 3-Track Frame Head 1- ,,,ge• • -2.551• 1947' I-5 TyP Wall Thickness oA78'I�.6• 00.998• k125" 0.998' 0.604' 250•1.1 52°2.252'{�-�IRobert 1,125- J. Amontso, P..0.9071 2.692' 0.907' FL P.E. No.49752 P'jW[3�w 44 3-Track Frame Sill 43 3-Track Frame Jamb Interlock Reinforcement 27 R.S. Steel Bar (Full Length) Typ. Wall Thickness Typ, Wall Thickness 0.078' 0.50'x 2.1101" f 2 D.SD• Dlgluly signed by hoben AAmoroso. PE 2.000' L I 1.242 I I I p 2• Produn Ceslgn Group. LLCPw=FL EC 350'e I 8.844' I-200• No,49752FBPEfenofAuth.No.25935. mail=mbeda ttt rp<om,bU5 Dnc:2o15.0309WW.xaU . BILL_ OF MAT_ ERIALS - a g a e d __ _ Call Out 1Q Q2 Q4 Q _ eld-Wen No: 6620H0 682DTRK 68SLRSR 681 Sal Vendor IMa@x Gainesvipe Ga. Indale. Gainesville Ga. Iral lax Gainesville Ga. IMalex Galnesvllle Ga. IndatexCairadvill Component Name 2-Track Fame Xead 2-Track Frame Track 34/2 Frame Sill also, Panel Top Hall Pa el Botbm Rail Material Aluntlnum Aluminum Almninum Aluminum Altuarman Material Size 5.915'x 1.376' 6.04Tx2.000- 1.062'x3.500' 1.43W x 2.043• 1430 3124• Titan No. 0241702431 02411 0242502439 62414 02428 _ Quantity 1 1 1(a) Varied Von.. M O Y y w do ?s A SINGLE PIECE OF 3/16" TEMPERED LITE © I` O7 Real 61 Inkil Gainvawd[V G. babal Gainesville G. Bottom Rad Inded Fed Panel B aci I Aluminum a U8I x 6607- 1500 1277 02413 - - 0241602430 Varies Varies °or tl Q_ 6BSGLBD ordi G esv0 G S 91_GazsB Grg _ N vm 1276 1000- 02424-02430 Vries G 9 6 10 09 fi8 BULB Team Piasds Inc Glaring Vinyl Bulh Ouromeler=75 Vinyl 0.470-x0.332 02449 _ ' ID 68SBUW Team Plastics, Inc. Glaring Vinyl Bulb DandroW, 75 Vinyl 0.215-x 0.28V 02450 Varies do N ob'F F-I U6 w z O l'� Q N U 1� m Z 0 0 Cs U O O N F- g �601 i,¢a j0-< aza U E N to N mo n O I� NQw ro 2 G .z W XT n9 `¢GLAS3/4" 36GLASS 11 EXTERIOR I - 3/4" NOM. 12 GLASS BITE 13 ib I. 11 15 ib DETAIL I 19 20 A DUAL PANEL INSULATED LITE21 MEASURING 1" OVERALL CONSISTING OF 3/16 22 TEMPERED EXTERIOR LITE, 0.626" 'AIR SPACER 23 BY EDGETECH AND 3/16" TEMPERED INTERIOR 24 25 26 N IT Q __ EXTkRv BITE 29 NIA NIA WA NIA 60VNFLP WEIL 6011EIndefewOmarrawilli NIA Dow Corning Vatles Ural Rile Borden Team Planks. le, Indalex Gainesville Ga. I1taninel Products 995 Glazing Compound 311 F Tom, Glass .33P x.107'M Seal WISbippin9 Screen Assembly VNyt Sealers Rah Flap Seal Panel Extahol lnledook Panel Iter rInterlock Panel Roller Assembly Slicons Glass Nylon Aluminum Vinyl auminum Aluminum Seet/Slaless — Varies 0330'x0.1BT 0.67W x2.000' 0.1881 335P x 2.6927 325Vx2692' 1500x3.250- NIA NIA WA WA W451 0241502429 0242102435 0153&01539 Varies Vatles Vares Varied Vanes Verde VariesGLAZING Varies NIA 68IGB MIA Me cna I Fate ins Indalex Galneswlle Ga. Vim. 010 Wood Sc ew Insulated Glaze Beetling Pmslaa l&ea Glaring oelall zl Vries Aluminum Glass NIA 1276 x1.000' varies NIA 0242D02434 N/n Varies Voice z• WA NIA 6BZD3Ma 68LKS 68SGWD WA WA IA rNaMS Fastene ve Me Products 1dIex Gaines llG I tl x0alnesville Ga dal G ii.G Afro Metal Protl ces Tmlb HamV7aelAmebl#y TyTempered PH p10 &r16'TYPEFPH TaDPr9 Screw ParalTopG des xTeak Fro Jmb Panel SMI&advalle single GIa avoiding CRS Sle IR fain[ nt(F IIL gil --� M visa Locland0 i alalN STNNLE55 NN Aluminum a um Null St I Sl g5laiMess MIA 0575 x1.062' 5037 x1242• 1570 x2075' 1278 x1000' 0500'x2000- WA N/A 0241&02432 02422-02435 024244G430 WA wA NIA V ms varied V des V les - -Vdes--28 cracks WA _ — _ Jamb Luk Keeper _ _- VaneskAalex halTraGaines/Ae Go. Galnesvlpe Ga. O%0.0%%OP IA%Vagal Aluminuanless Alumnum 3.61Tx432B' 62 02412-02421 31 6SSCA W Iex Galnesvlle Ga 0%O Scree Jamb Aluminum 1.414-A1843- 02423@437 Vaies m 9 p&yg 32 NIA A.M lei Products CRS Steel Rf rdamenl(Full Length) Steel 1.50'x3- NIA Varies ff d444e 6" ` •EDGETECH SPACER MATERIAL: SILICONE FOAM 33 30 NIA WA Merchants Fasteners Merry is Faslenem Frame Feidund, gust PPH Basin Tap Hall Fastener(p10xi PPH SSI Stainless Stainless MIA WA 0U169 00136 vanes Vanes GLAZING DETAIL 2 35 WA Mirohnnis Pa%tears BOMm Rap Fastener(# Wall PPH SAS) maln1Psa WA 00135 Varies 36 WA Mooddenls Fasteners Roller Fastener SH/4-20x.750 MS SS) Stakldss WA W202 Varies WA M9mDdOts Fasteners Fad Pat Bkt FSW(#1BxP Hex Tk SIB) Smodoss WA W173 Vales _3J 39 WA MmormataFrearmars Sam Jb Fat (#03I8 PPH TA S/S) Stainless WA NIA Varies 40 68BULB Team PIe tics Inc Interpol, ti yromet75 181bBtDu__......... Vnyl 029er=P x 0.319- NIA Varies_-...-. 41 _. fi6DU51P0 .-.-.. Ultra -Fab ._._--... Oust Pad 2-10 x2x314- Nylon 2500 200'x.750' N/A __ _.__ Vatles 42 683DHD Indalex Gainesville Ga. 3.Treck Frame Head Aluminum 8.712'x 1.376- NIA Varies 43 683WB try lax Gainesville Ga. &Track Frame Jamb Aluminum 8634-x 134T l41A 2 Robert J. Amouso. P.E 44 PANEL D.L.O. FORMULAS: _ -._ MAXIMUM D.L.O. HEIGHT =NOMINAL PANEL HEIGHT - 5 3/16" _a5 46 MAXIMUM D.L.O. WIDTH = NOMINAL PANEL WIDTH - 6 5/8" 47 683DTRK _..__-_ 681-KSTP bMalex Gainesville Ga. IrvJalex Gainesville Ga. 3-Trodr Frame SiO Gkfs Numinum &79Vx200P NIA 1 FL P.E. No. 49752 __ .44. Aluminum 2A15' WA 1' 68GASR 66GASTR Frank Lowe Rubber Frank Lowe Rubber CFailed .mj tTopI-p Comer Gasket TOD Leff Cmmf1Gasket Top Rghl Foam Foam MIA WA N/A NIA NIA Vedas Vends 4B 66GASBL Frank Lowo RUDber Corner Gasket Satiate Lafl Foam NIA MIA Vades so('�^ c` _ °S; �s`. t+on; 49. 68GASBR Frank Laws Rubber Corner Gasket Bottom Right o?d' .. 50 5i WA NIA Ultra Fab MerNanS Fasteners ----- ...--._-..---_ .270'x.187 FinSeal WISlrlpplry 914 Wood Screw ....._._ Nylon Varies .. 0.270-x 0.187- N/A NIA MIA _ Varies Vanes Ol9nallyygmM byPabenl.Nmrusq pE 52 53 NIA NIA Merchants Fasteners Merchants Fasteners 1/4- Or 414 Masonry Screw 1/4'Tapping Screw Vanes Vanes NIA N/A N/A N/A Varies Varies ONm=Pnbenlwasmmo.PB¢fK Pr W un DswvA GmdA I1G ou-f L PE No, 975ZFM CM of ANh. via 25935. 54 NIA Mercramis Fasteners W16•Masonry Saev Varies WA NIA Vanes 4m+ll mIda Fpokca,<ome-U5 Oate:3015A3A9099✓.<6 -09'W TYPICAL APPROVED CONFIGURATIONS SUIT NO'1'U SIIUICI2 NON -IMPACT 2DIT (XO) NON -IMPACT 2D2T (ON) NON-INIPACT3D21' SI'D(ONO) NON -IMPACT 31)2T REVERSE (ONO) NON.I%IPACT3D3TSl'D(XXXI NON-IMPACT3D3TRF.VRRSEO(XX) NON-INIPACT STD 2D3T(XX) NON -IMPACT REVERti62D2TINS) NON-IM PAC T 3D3T (.CNO) NON-1 IPACT 3D.3 r 10x X) u z rvorv-mn'nr.r6U3'r (xxxxxx) m SEE APPLICABLE REINFORCEMENTS AT ASTRAGAL Z S a AND INTERLOCK IN SHEETI3 AND 14. W m as NON -IMPACT 6D2T(OXXXXO) tiNz � W W ti NON -IMPACT 4D2T STD (OXXO) NON-INIP• C`r 402T REVF.RSF. (OXXO) NON -IMPACT 4D2'1' STD IXXXXI NON-IMPAC'i'4D21' REVERSE(XXXX) V RobeA J. Amolum, P.I-. NUN -IMPACT S'1'U 2D2T2P (XX) NON -IMPACT STO 4D3T2P (%XXX) FL P.E. No. 49752 _ o.,., N9netl EY e °jiit�"'wy DN m fto ,ll oAmomw.PE. LUCRAC �1 I ya �{��•e oesi2.7 IEpuc. Illyy'lFJ- 4[0, Iwo ou=FLP.E.N.. T=TU=IIU(lll �'i,-'F'CL.oxyo•fi aW52 FRPECerc of P=PLRICEFT ""rn...iw;°`'£ aumlwbenMRc m[P<om, r-us NON-1611'AC'1'STU 2011'II'l%XI NON -IMPACT S1'132D_'l'll'I%SI NON-LM PACT 'S"r113U3'rIP (%X%) NON4M1IIS\CT SI'U 3D3TIP (%X%) Wtl..2015,03.09 NOTE:MAX. NOMINAL DOOR PANEL=491l3"X 933lJ" o ltsa<w