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HomeMy WebLinkAboutSET UP-INSTALLATIONT R. SCANNED BY Wit. Lucie County o fir, ti fZA` Iy F HURRICANE ZONES REQUIRING LARGE & SMALL MISS >;'z�ENERAL NOTES: 0�1. SERIES FG-5000 FLUSH GLAZED ALUMINUM WINDOW WALL SYSTEM LARGE & SMALL MISSILE IMPACT URINATED V CLASS. SHOWN ON THIS PRODUCT Q W"TATIOH DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN 0 ACCORDANCE WIN THE 2017 (61N ECTION) 0, WE FLWHA OUNWING CODE. C BERIES FG-5000 RUSH GLAZED ALUMINUM WINDOW WALL SYSTEM MAY BE INSTALLED WITHIN HIGH VELOCITY HURRICANE ZONES (RWRZ) AND 00 THEM (NRWIZ). DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 (HVHZ) & I800 UUMA) OF THE ABOVE AL h MENTIONED CODE, FOR A BASIC WIND SPEED AS REBURIED BY THE JURISDICTION WHERE TINS PRODUCT 0� TO BE INSTALLED FOR A DIRECTIONAIM FACTOR KE-0.85, US NG ASCE 9-10 & SHALL NOT EXCEED THE MAXIMUM (AS.D.) DESIGN PRESSURE RATING INDICTED 04 NOTE 2. CIN ORDER TO VERIFY WE ABOVE CONDITION. ULTIMATE DESIGN WIND LOAOB DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO ASD. DESIGN WIND LOADS BY UULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (ASA) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. IN ORDER TO VERIFY THAT ANCHORS ON WE RED., AS TESTED, WERE NOT OVERSTRESSED, A 33% INCREASE IN ALLOWMIE STRESS FOR WIND LOADS MAC kM USED IN THEIR ANALYS5. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED N ACCORDANCE WRW NO.S. 2015. THUS PRODUCT'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH 1 SECTION 1626 & 1SWI OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS-201, TAS-2D2, TAS-203, PER -� ARCHITECTURAL TESTING, INC. LABORATORY REPORTS M 74785.02-401-18. 89818.01-401-18, 86107.01-401-18, 85111.01-M1-I0, 88]2}.01, A11052.01-801-18 AGO AS PER SUBMITTED STRUCTURAL CALCUTATONS. PERFORMED AS PER SECTION 1616 & ISO , OF THE FLORIDA BUILDING WOE. 2. MAX MU ASD SIG O PR R RATINGFORT WINDOW W HA B A 0 SHEEP$ 6 ) B 0A I3 19 AND 20 3. THIS PRODUCT WILL HOT REQUIRE A HURRICANE PR T 4. THIS PNOUI$T I$ P S. SERIES M-5001) RUSH OWED ALUMINUM WINDOW WALL SYSTEM LARGE & SMALL MISSILE IMPACT WAOIATED GLASS SIN1L COMPLY WITH SECTION 2405 OF WE FLORIDA BUILDING CODE. S. PROVIDE MAX. LOAD BEARING SHIM (TAR.). WHEN ALLOWED BY THE OPAWOIG. (SEE SHEET IS). T. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LEADS TO THE BUILDING STRUCTURE WOOD BUCKS MUST BE SOUTHERN PINE. G . 0.55. R RETURNING COMPONENTS FOR WE WINDOW WALL SYSTEM SMALL. BE AS INDICATED ON BILL OF MATERIALS, SHEET 3 OF THIS DRAWING. 9. ALL ALUMINUM EXTRUSIONS IN COMPLY WITH DISSIMILAR MATERIALS SHALL. COMPLY WITH MICRON 0I-6 OF THE ALUMINUM DESIGN MANUAL. 10. SHOP DRAWINGS PREPARED BASED ON WE APPRWAL AND TAXING INTO ACCOUNT THE SPECIFIC JOB CONDITIONS, SHALL BE SUBMITTED TU THE BUILDING OMCM AS PART OF THE PERMIT DOCUMENTS. 11.E STRUCTURAL SUBSTRATES NOTED ON THIS DRAWING AS EXISTING STEEL BY OTHERS, POURED CONCRETE, GROUT FILLED CONCRETE BLOCK AND WOOD MUST WITHSTAND THE LMDS IMPOSED BY THIS PRODUCT. 12. (a) THIS PI PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE la) PROJECT. L, WHERE THE SITE CONDITIONS DEVMTE FROM THE PEED. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INETALLKNON INCLUDING LIFE SA3EIY OF THIS PROOUCL BASED ON IRIS P.ED.. PROMDED HE/SNE DOES NOT DEVIATE FROM WE CONDITIONS DUAII ON TITS DC.:UTAEM. CONSTRUCTION SUET' AT SITE IS THE CONTRACTOR'S RESPONSIBMY. (C) WE P.E.D. WILL EE CONSIDERED INVALID IF ALTERED 8Y ANY MEANS (H) SITE SPECIFIC PROJECTS SHALL 9E PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT .11011 WILL BECOME WE ENGWEER OF RECORD (EAR.) FOR THE PROJECT ANTI WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF WE P.E.D. ENGINEER OF RECORD. ACTING AS DELEGATED ENGINEER TO THE P.E.D. ENGINEER. SHALL SLOW TO THIS LATTER THE SITE SPECIFIC CRAWNGS FOR REVIEW. (a) ORIGINAL P.EO. SHALL BEAR WE DATE AND ORIGINAL SEAL AND SIGNATURE OF WE PROFESSIONAL ENGINEER _ OF RECORD THAT PREPARED R. �M�IaIm�IE nu rw� nvl w I IWIN. `TVL.I V_ VRP V,N&Lu JI ' 15. PRODUCT MANUFACTURER'S LIBEL SHA1 BE LOOMED ON A RFOA'LY NSIBLE LOCANON p U AT PRODUCT N.AGCORDWCE WIN BOTTOM IM.5 OF THE FLORIDA BUILDING CODE �lH P ONE A9O. SIHIN. BE PLACED FOR EVERY OPCNING, o t y INDEX1 SHEET 1: GENERAL NOTES. INDEX AND INSTRUCTIONS. ~ SHEET 2: COMPONENTS. ILL OF MATERIALS. SHEET 3: BILLS' SHEET4: ISOMETRIC EL VATON MR M-5000 FLUSH STAGED ALUMINUM WINDOW WALL SYSIEM. SHEET TYPICAL CLKENG 5: DETAILS & GLASS SCHEDULE. 5 SHEET 6: MAXIMUM A.S.D. DESIGN PRESSURE RATING SCHEDULE FOR A CNEN CUSS TYPE AND GLASS PANEL DIMENSIONS.. Ai SHEET ]: BARNHUM A.S.D. DESIGN PRESSURE RATING FOR STANDARD AND CORNER MULLIONS. cC. .I O SHEET 8: MAXIMUM A.S.O. DESIGN PRESSURE RATING FOR MULLION CONNECTIONS W/ 4' MIN. E.O. EXCEPT AS NOTED. SHEET 8A MAXIMUM &S.O. DESIGN PRESSURE RATING FOR MULLION CONNECTIONS W/ 2 3/4' MIN. 8 : ED.. EXCEPT M NOTED. SHEET 9: SILL AND HEAD CONNECTIONS DETAILS FOR STANDARD MULLONS AND JAMBS (PLAN WEARS). SHEET 10: SILL AND HEAD CONNECTION OE(NIS FOR CORNER MULLIONS (PLAN NEWS). 'O SHEET 11: HEAD CONNECTOR DETAILS (SIDE MEW). y oyyp SHEET 12: HEAD CONNECTION DEALS (SIDE MEW) (COATNUMI Z zDIT M SHEET 13: HORIZONTAL CONNECTION DUAL (SIDE MEW), WINDOW WALL ELEVATION W/ HORIZONTAL. MAXIMUM &S.D. DESIGN PRESSURE FUMING FOR HORIZONTAL AND MAXIMUM A.S.D. DESIGN G PRESSURE RATING FOR JAMBS W/0 ANCHORAGE $5 i?4 SHEET 14: SILL CONNECTION DETAILS (SIDE VIEWS). U i y SHEET 151 SILL CONNECTION DETAILS (SIDE VIEWS) ((CONTINUED). • M'R: W SHEET 16: SU. CONNECTION OETPILS (SIDE WEARS) (CONTINUED). CHEST 17: HORIZONTAL SECTIONS AT STANOARD AND CORNER MULLION. 6d' ( SHEET IS: HORIZONTAL SECTIONS AT JAMBS. :d _ ii-�- SHEET IS: MAXIMUM ASO DESIGN PRESSURE RATING FOR JAMBS FASTENED W/ 3/8-0 FASTENERS SHEET 20. MAXIMUM ASA. DESIGN PRESSURE RATING FOR JAMBS FASTENED W/ 1/2.0 FASTENERS. SHEET 21: CORNER DETAIL AT JAMB. je a-• INSTRUCTIONS• BED I. DETERMINE A.S.D. DESIGN WHO IDPD REGUIFEMENTS BASED ON WHO VLLOCRY, BUILDING HEIGHT, WHO ZONE, USING APPUGBLE ASCE ] STMOANDS. STEP 9. GO TO SCHEDULE ON SHET 5 TO DETERMINE MAJUMUM A.S.O. DESIGN PRESSURE RATING (Mf) OF £g$ DEEMED GLASS SIZE RASES ON GLASS PANEL DIMENSIONS. SIFP 3. DETERMINE MAXIMUM MULLION SPAN T(FT) FOR A GWEN MULLION EFFECTVE SPACING -b•, 3 ON SCHEDULE ON SHEET ], AND SELECT ANCHOR OPTION W/ ASD. DESIGN PRESSURE RATING EOUAL OR GREATER THAN DESIGN LOAD VOURED IN STEP 1 USING SCHEDULES ON SHEETS 8 AND 8A i N STEP 4: USE SCHEDULES ON SHEETS 19 AND 2C, TO AFWA//ir ,, SELECT JAMB ANCHOR OPTION W'/ ANCHORAGE OR SHEET U MR W/O ANCHORAGE 0 WITH ASO. DESIGN PRESSURE RATING EQUAL OR GREATER THAN AS.D. DESIGN LOAD SPECIFIED IN STEP 1. 10 v......... A��Q: • •_ •"•,•• dy✓'- SZE 6. USE SCHEDULE O4 SHEET 13, 10 VERIFY MAXIMUM AS.V DESIGN PRESSURE RATING OF r �-4 HORDNA ZON(IF USED). TO BE EQUAL OR GREATER THAN DESIGN LOAD SPECIFIED IN STEP tt -F'y O M� THE LGA'GST VALUE EE AB.O. DESGN PRESSURE DATING FEMIWG FROM STEPS 2. 3, A AND 5 Sr) � SHALL APPLY TO THE ENTIRE SYSTEM. 6 •I-� � y • THIS DRAWING SHALL ONLY BE USED TO "iJ/���••"'i`.�A••r OBTAIN PERMITS IN THE STATE OF FLORIDA �AAAA,FAFw• FG-S000 FLUSH GLAZED ALUMINUM W WDOW WALLSYSfEM COMPONEN75: WEr & DRY GLAZED 2.022' 2.022" .OBo' 1.697" o 062" n 597" 0 m 800' NJ �TYP. 562"" 381" .501° 548.050" rv- 08 0.125" 393�t573" 5004 .205' 8ci ING EG SKET L ENE) DAM CHANNEL T SETTG-5199 BLOCK 3O SPAFGER GASKET 35 -5185 FGA 5948 FG GASKET 15 FGL 5000-FP10 1 Z ® HEAD Sc I SILL 18 HEAD 5204LL FG-5113 2.011 t ]77" n ry 07$" 80' 078° 19 GLASS STOP FG-5190 094" TYP. p n25" "2.500 ® JAMB FG-5201 I s r .780" 25 080" e TYP. 1.392" �0 POCKET FILLER. FG-5196 094' t25" m O � N N ' 782" O 2.500 26 MI LLL FG-519 .641" .100" .75U" 3.067° 0 N 00" m N .125" .100" .100" 5.276" 21 HIGH PERFORMANCE SILL PAN FG-5205 27 90 DEGREE CORNER MULLION FG-5200 n .250" n a lsso^ 66 STEEL REINFORCEMENT FG-5000-PP8 .045" .080" .080" .125" N 5.407" �2 SILL PAN FG-5180 2.022" 2.022" ,loc 0 0 oso" . N OB N 4.980" ® HORIZONTAL. FG-5202 2.022' .937" 2.022" 080" (TYP. 1. O 030" c1. N .33�" 4.980' (3 SILL / HEAD FG-5206 .844" ftlyp 9 . (31 SETTING CHAIR FG-5192 S� :3 z O u a A BILL OF MATERIALS ITEM No. PART NUMBER DESCRIPTION DIMENSIONS MATERIAL MANUFACTURER NOTES 1. FS-54 IPHILLIPS FLAT HEAD MACHINE SCREW UC #10-24 x 3/8" STEEL VARIES ZINC COATED, PER ASTM B-633. 2. FG-5199 SETTING BLOCK .800" x .688" x 4.00" EPDM EPG 3. FG-5185 SPACER GASKET .250" x .250" EPDM EPG 4. FG-1133 EXTERIOR GASKET .500" x .548" EPDM EPG WET & DRY GLAZED GASKET 7. FS-B SPLINE ASSEMBLY SCREW #14 x 1"HHSTS FS-322 STEEL VARIES STALGARD COATED, BY ELCO B. ANCHOR SILL ANCHOR SCREW ' #14 x 3/4" HHVTEK ITW/BUILDER ZINC COATED, PER ASTM B-633. 9. ANCHOR HEAD ANCHOR SCREW #14 x 1 1/2" HHVTEK ITW/BUILDER I ZINC COATED, PER ASTM B-633. 11. FASTENER PPH SELF TAPPING SCREW #10 x 2 1/2" STEEL VARIES ZINC COATED, PER ASTM B-633. 12. FASTENER PPH STEEL ATTACHMENT SCREW #10 x 1" STEEL VARIES ZINC COATED, PER ASTM B-633. 13. SM-5601 ISOCRYL TAPE .125" x .500" VARIES POLYISOBUTYLENE SCHNEE-MOOREHEAD 14. FG5000-FP-5 WATER DIVERTER .876" x .54147" x .040' x 1.500 RIGID PVC OBE 15. FG-5000-FP-lC SILL ENO DAM 3,500' x .562' x 0.062" x 5.000' 6063-T6 ALUMINUM OBE 16. FG-5000-PP8 STEEL REINFORCEMENT 1.250" x 4.563" x .250" 'ZINC PAINTED STEEL VARIES ASTM A-36 17. FG-5113 CHANNEL FILLER 0 HEAD & SILL 1.697" x .500" x .062" 6063-T5 - OBE 18. FG-5204 HEAD / SILL 4.980" x 2.500" x .OBO 6063-TS OBE 19. FG-519D GLASS STOP 2.010" x 1.392" x .078" 6063-T5 OBE 20. FG-5196 POCKET FILLER 4.660" x 1.392" x .080" 6063-T5 OBE 21. FG-5205 HIGH PERFORMANCE SILL PAN 5.276" x 2.750' x .100" 6063-T6 OBE 22. FG-51BO SILL PAN 5.402" x 2.625" x .080" 6063-T6 DEC 23. FG-5206 SILL / HEAD 4.980" x 2.500" x .o80" 6063-T6 OBE 24. FG-5201 JAMB 5.000" x 2.500' x .094" 6063-T6 OBE 25. NOT USED 26. FG-5193 MULLION 5.000" x 2.500" x .094" 6063-T6 OBE 27. FG-5200 90 DEGREE CORNER MULLION 5.500" x 5.500' x .125" 6063-T6 OBE 28. FG-5202 HORIZONTAL 4.980", x 2.500" x .G80" 6063-T6 OBE p 29. 995 STRUCTURAL SEALANT - SILICONE DOW CORNING # 995 30. 795 PERIMETER SEALANT - SILICONE DOW CORNING $ 795 t 31. FG-5192 SETTING CHAIR .844" x 1.062" x .094" 6063-T5 OBE 31 FG-2122 ALUMINUM JAMB FILLER 4.000" x .365" x .078" 6063-TS OBE 34. ANCHOR PFH TEK SCREW #10 x 2.000" ZINC COATED STEEL VARIES ZINC COATED, PER ASTM B-633. 35. FG-5948 INTERIOR GASKET .381" x .718" EPDM EPG DRY GLAZED GASKET. ISOMETRIC ELEVATION FOR FG-5000 FLUSH GLAZED ALUM. WINDOW WALL SYSTEM NFlNITE FRAME W0T11 _ K EXISTING Ian• rvM�SA € �a\ STRUCTURE q € € €DOOR INCLUDING 000R JAMB MULLION) AQ QA A� UNDER SEPARATC APPROVAL — 6 2 U W �� 71:� _ _____________ S al 11 x( O IZCNT pi A x a U w O 3 a_ FASiENOiSEn V o�� EE i EuQ� O um�$$§;= h o W 39?'g1 J =dXf 7 ix( Cad FOOT NOTESNOTE: -R QFOR MAXIMUM MULLION SPACING SEE SHEET 7, EXCEPT THAT MAXIMUM MULLION SPACING AT LAST WINDOW WALL PANEL INSTALLED ADJACENT TO DOOR (WHEN APPLICABLE) SHALL NOT EXCEED 5'-0". ® FOR HEAD AND SILL FASTENERS QUANTITY, TYPES AND SPECS SEE SHEETS 8 & 6A. ©SEE SHEETS 19 & 20 FOR MAXIMUM DESIGN. PRESSURE RATING FOR.JAMB CONNECTED TO EXISTING STRUCTURE. _ A y1T�iiIM *. 4 ® SEE SHEET 13 FOR MAXIMUM DESIGN PRESSURE RATING FUR JAMB NOT CONNECTED TO EXISTING �� Q+{ +• "^ yj ': STRUCTURE. eUSE OF HORIZONTALS (SEE SECTION 2/13) IS LIMITED BY SCHEDULE ON SHEET 13. eFOR MAXIMUM MULLION SPAN SEE SHEET 7. v�• OG a FOR GLAZING DETAILS AND GLASS SCHEDULE SEE SHEET 5, a�yNA*FQP d�,y ® FOR MAXIMUM D.L.O. DESIGN PRESSURE RATING FOR GLASS, SEE SCHEDULE ON SHEET 6. HORE // ILL_��a=ems I I III MAX. O.L.O. y is WCICATES II i REINFCftCEMfM I I I I I O I I Iry�i i i Qo IKII 11 I \ I ® H dl ]I( 11 11 11 11 1 I a TYPICAL GLAZING DETAILS S � 9� GS G2 G31 G33 G2 s e� E ig 9/I6 NOMINAL 9 6' NOMINALIQ tl ryry i ]U ey X ¢ 4 29 3 Of 35 '�^ 3 .R�•R i ¢ 4 w X2 13 w 2 13 Vy E Nh MIN. SBIIE rat Q g�i t[[] b' 31 31 � ® p- z q, 0 GLASS TYPE G1. G2. 031. G33 GLASS TYPE G2 u WET GLAZED DRY GLAZED J Cq. x a H "i 2� L o py G, �`, ri'�y edy'•'� � t' GLASS SCHEDULE WET GLAZED uDIAD55 DI.L55 ODYPOSIIIDN YANUi� RER YAIaYUY D.LD. wuwi°rFP"'m "aws�c'Es Gl cormsnnc or »o z' DUPONT SEE SCHEDULE � �"x^" ON SHEET 6 o.cvV BIIIAgIE vse mrtwArm waw�rzD�aw�� G2 z' DUPONT SEE SCHEDULE �rm �• y�yltq ON SHEET 6 xus vnvaArm G31 wxssnxc arm k' EASTMAN SEE SCHEDULE �skif"".xawR CHEMICAL ON SHEET 6 COMPANY IN<W.YFA G33 eal�ma ai rMD k' xs wss. wD A oers• EASTMAN CHEMICAL 'SEE SCHEDULE sNvrz ��� cwx xv mmmrt COMPANY ON SHEET 6 YAs unvaAim w/ vEr cas GLASS SCHEDULE DR GLAZED GLA55 CDYPOSRIDN �1�"�� YAIpYUY-DlA. �� x: avuu. ,xnartsc G2 wnw�en aMa caxscnxc ar nro z' DUPONT SEE SCHEDULE �aAa"W°" c.mo• �mcus ' ON SHEET 6 ws imnurrn b yE$ MAXIMUM DESIGN PRESSURE RATING (psfl SCHEDULE FOR A GIVEN GLASS TYPE 5 m 333 AND GLASS PANEL DIMENSIONS "a" (in) x"b" (In) (SEE LEGEND) 'g' @: LASS TYPE G1 & G3 :WET GLAZED i ��� :15 oz p 05 O � 4 1532 id 'a_ a i g * DETERMINATION OF MAXIMUM W < T-g,3 �_ g a DAY LIGHT OPENING (D.L,O.) DIMENSIONS LEGEND ;� � ARV AT EACH END OF GLASS F� a " ui OC:a : �:v •o: @.y�. **co "b"���,,, #rrr�r" -- "a", "b" MAY BE ORIENTED IN ANY DIRECTION.' - DIMENSION ,a to,b, DIMENSION • MAXIMUM DESIGN PRESSURE RATiNGfpO 24" from 24" to 115" t65.0 30" from 30" to 115" t65.0 36" from 36" to 115" t65.0 41.75" from 41.75" tD 102.5" t65.0 48" from 48" to 89" t56.5 54" from 54 to 79" t50.3 57.5" from 57.5" to 74" t47.0 GLASS TYPE G3 :WET GLAZED DIMENSION """ • DIMENSION "b" • MAXIMUM DESIGN PRESSURE RATING(pe0 24" from 24" to 115" +70, —80 i t x GLASS TYPE G2 : WET GLAZED. DIMENSION a' • DIMENSION • MAXIMUM DESIGN PRESSURE RATING 24" from 24" to 175" f90.0 30" from 30" to 115" t90.0 36" from 36" to 115" t90.0 42" from 42" to 115" t90.0 47.5" from 47.5" to 115" t90.0 54" from 54 to 101" t79.2 57.5" from 57.5" to 95" t74.3 MAXIMUM DAY LIGHT OPENING SIDE '(D.LOJ Fomwla at (D.LO.)Fomwla at Vertical 8 Horizontal Jamb, Head &Sill Mullions Frames MAX. D.L.O. ° —5.00" "a"-5.00" (SHOfiT)SIDE) MAX. D.L.O. (LONG SIDE) • GLASS TYPE G2 : DRY GLAZED DIMENSION a' • DIMENSION MAXIMUM �a ) -DLO (° n p n g � 0 a o O T C (�rs+—j S i —s1Ts9 \WPN JPMB M WON SiAN00R MIRUON IIUWON wsL CORN-R 001910E uuuloN CORNEN ISOMETRIC Muwa+ SIDE VIEW L = MULLION SPAN EFFECTIVE SPACING b = Si + Si (SEE SCHmuTE) (FOR SUNWiO UUUJDN) —� EFFECTIVE SPACING b - St + S3 (SEE SCHEDULE) (Rat caNut MI61pN) CASE DEFINITIONS CASE I : UNREINFORCED STANDARD NUWON A (SEE DET. 5/17) CASE 2 : REINFCRCED STANDARD MULLION B FULL HEIGHT. (SEW. W17) CASE J : CORNER MUWON C FULL HEIGHT. (SEE DEL. 6/17 & 6A/17) (E1111ER INSIDE OR OUTSIDE) A SfPNOARD N� N®+® 6.220 S%= 2Y27 = iN NRAIYAIFR PFILTFADDN G 15.0 11 N 1W8 a.v . B STPWNOARD MUWO ® N 1&1BD iM / SIEEI. CHANNFI 16+® SR= Z266 in] NR PIER 110tl.TRRipN IS 16.0 sl N1Wb OFAl.1'. MAXIMUM DESIGN PRESSURE RATING FOR STANDARD & CORNER MULLIONS' MAXIMUM MULLION SPAN'V(FT) SCHEDULE FOR A GIVEN DESIGN PRESSURE RATING AND A GIVEN MULL104 EFFECTIVE SPACING'b' f## 'NEIGIIZEOSNCAN 6ff6MEET6FIX10M clAgooErAN * MAXIMUMS DESIGN PRESSURE RATING FUR STANDARD & CORNER MULLION r•cr:I&ILL h1= 17.141 iO4 OUTSIDE/INS CORNER SR= 4.141 TR] ANC AUTOMATICALLY CGNEN DESIGN PRESSURE RATINGS FOR JAMBS W/ MULLION +® ANCHORAGE FOR ANY GIVEN ULE ON SPACING. FOR MAX. JAMB SPAN �( NFl1 TPA➢ON 1515.0 NTNd6 Of Al. ii JW/OAM ANCHORAGE SEE SCHEDULE ON SHEET E JMJB ANCHORAGE WHEN USED) SHALL BE PERFORMED AT MID HEIGHT OF JAMBS. ** MAXIMUM DESIGN PRESSURE RATING FOR DRY GLAZED MULLION INSTALLATIONS IS +60, —70 psl. *** FOR ALL INSTALLADONS WHERE HORIZONTALS ARE USED, VERTICAL STANDARD MUWONS MUST BE REINFORCED AS PER CASE 2, MULLION B. uwuw CASEI CASE CASE DENGx EFFECTW SIMDuxo STMIVRD DISIDWSIO I MTNE SPACING UAEWMM REAF0a6ED COMER wnxD RWIWxA VUWONB MuwoHC 'C DIM ' RIM •L' (FIM 3'-0' 0'. 0' to'. 0• 1a,- 0' 4`-0' B'-IO• 1a •- O' 10 •- 0• 4'-8' 8'- 2' 10 •- a• 10 •- 0' 5'-0 1'. 4' 10'- o' Ia.- 0• 0, 1 !Do:: 10+0• 8'-6' 8' 9'-10' 1D'- 0' n• 9'- D• B•- o• 8'-0' 4'. 1' e'- 6• 0'- 5' 6 •.Y' 4'. 0'. 0• D 10'- 10'- a 4.O a:-5 o 00'' s• -o• 6•- 9• tn'- D' lo'- 0' B'- 2' to'- 0- to-- 0' 660 0'-0' S'- e' B'-10' 10- 0' 6'-fi' 5'- 2' 11 •. 8' 9''- 1' ' 4•-10' 8'-11' 8'-11' )'-fi' t•- 6' 8'- 4' 8'- 4• 8'.0' a•. 3' 1'. 0' ]'. f1• - 6 • 10'- 0 4'-a• - !Do:: 0• 10'- 0• 4'-e• - 10 •- ' 10 •- o• 00' to'- • 0 t 5'-6' - 0'. 11' 10'- 0' ]O.aR 6'-0' B'- 6' 9'- B' 8'-e' 6'-11' 8'-11' 1'-0' - 8'- 3' 8'- 3' 7 7 60 4 •- - io •- 01 io'- o 4'-6' 10'- 01 f0'- 0 5'-0' - 10'- a 10'- O 0 8'- 41 8'- 4 8 911 1'-' - 1'. ]'. P' 9' A.- '- 1 4•-D' 4•-6' - - to•- a 10 •- a• m•- D to •- G• fi'-6' 6•. 21 8'- V. 8'-0° - B'- 81 6'- e 0'. 2 o r i- 4'-o' io 01 f00 '- aD 9'-6• - 14'- 0] to-- 0 5'-a• - 9'- 6] 10'- 0 5'-6' - 9'- 21 9'- 2 80.o 6'-0' - 8'- 5' 8'- 5" ]'-0 6 - 6'- 9 e'- 9 6'- 4 6'. 4 ^ 8'- 2 1 0 85.0 4'-0• 10 •. 0 4'-0'- 5'- 0 • t'- 1 s'-0• 16o•- o0• - 90.0 4'-2' - 10'- 0 - 5--0' •SPANS ONLY VALID TO 90.0Dif. AS) 6 +SPAYS ONLY VPIID FOR LP TON. ASD NF'CAOVE OESP,N UVAL MAY SPAN FOR POAINE LOWS MAY. BE Ulffn H} 7010 A5D LOW. L MAXIMUM DESIGN PRESSURE RATING FOR MULLION CONNECTIONS . MAAA.o. e[N4NPnP,]ME EA,EG F.S. LfeIE mIFWAB W SAGEi CAERE EMEAE Bph-}elp$1R11E . 0,84 "P.. �]M 6D END, P.Rel R & Y69MR I660pA° 0 Bpp°.o 600 6o°B 8q°'0 A we goo g60S A' o' pm DEC reo sp.° Boo goo .0 woSED AD woSee ppp ago 6'8' 9JA ➢ Do W.0 go. .E C Boo °Eon Do WE e p W➢ Soo ee. eoo Do Beo in.0 S°.o 8a.1 �° .8 4 •.ae- io:. Bap ine 000 1.0 wo A '8- 6 8 4')0 18 9p0 IN PoO 18 PoO 688 .0 la. Po° Po8 i •o- 00 6°.. o e0 So "aa T'.a• 6 '.0• eon 1B°° Eon RE eSo BAs he NO No S11 M Bpp 4 o- ao:o ep. Poo bop Be B.o s?e 1 '.0• 6.0• S. PoD Po0 n 119 Bo0 Boo Eno EOA BBO i-6• 6'�6• 6'.S- B00 80D US 08 SS' IS' PH 9So Egoo0 N'S Bop Wo Ge Age 8'0' °°0 US To" 'Do 110 BB.O i 6 Se A S g So"D eo°o Bo -1. S;,o; 0'0' ego 0. No ooa ED;o eon Hot on. wo om m0 aoo 6•"a• Go 8. age fi00 B]] .0 B 0 .0 Sz6 ITS P)� ]]B' On WO 75555 l0.0 90° 990 5 s A'1' PoA No 0 BOA"N NZ A'6' fiED So° B°A B00 80.0 6':$• K. 1100 eon. SS°e W SSe e'-o• 6 - See w.p W0 mz Boo wJi BUA em 06s Cn a°p ]'p- ]•.6• 9].0 WE a]° ]]5 i..1 i]4. °00 B°. YEE m0 8BA ' 0' Po.a n5 ae1 B1. .nn0 PAi aE6 1 .0 Be.O BOA B09 660 Po.o 6'e' 5 '.8 m0 one Se0 WO °00 ME, wD US OPoOO OOe I.... o MO 852 No ED Pl0 90 .'.0S W. i2 6 So I $i B.S. B]0Wp6aSwA G26 i6o o g Boo Po i •:9- 6'A' o:o Bp.D Soo wn COOS RED 1800 ... Sno 60° 90.5 He B' 0' s •.9• 0 •.0 ` 8'8• See W a Bon e5A ]9.] .1 016 M. Me ogo E. UE ]0] ]1]6 IN P1.p We S • o' 9.9 658.RED INS 85'.7 61i No Ee.11 A_ o i:] ilio N.0 B 0 0 Ho A '.o' 5A '�B` W° 9t.° Ego B°0 90.0 WO BO° B00 00.0 PoO 0B'6 WA Eo'D BO. D::C EDS .0 6eBSe BA )BdD 6°0 W,O F I, ] W ]a1 B go. BO➢ 6E65 sG WW ]E00]5 ®6 Am 111 uuv 5e ]aA0IS. 90.0 -W0 1'0' 4'B- See " 90.G ew Po.o ap "1 EgD epA AD Eop gB.p° 6'0•'W. POP we .4 IS EOA goo BSo 71,3 N0 Dol 10'-0- 6':6' Go BOA 17A ]IA S 5 TI1 HE BDo0 o5B 054 ] 'p iei E63 Me NiE Ni 112 E' 6' B' PIPE 8 6B➢ 6 .1 S50 1 618 6 T a L STANDARD FA_ MULLION 2 I-SPC99-1-A"- I-4 I-sPc9.m-I -FASTENERS 2- (4 REO'D) EXTERIOR SCHEMATIC DONORETE&STEEL CONNECTION DETAIL (ATSTANDARD MULLION) (2 RFO'D) CAI tKIUK SCHEMATIC CONCRETE& STEEL CONNECTION DETAIL d (AT OUTSIDONSIDE CORNER MUWON) FASTENERS STANDARD (5 REVD) spcgs c s c spcg MUWON 4 4 FASTENERS (10 REO'D) EXTERIOR SCHEMATICWOOD CONNECTION DETAIL (AT STANDARD MUWON) MULLION ■ FASTENERS TYPES AND SUBSTRATES REQUIREMENTS W/INDICATED MIN. E.D.& SPACING Oigen.T, BEYOND ANY FINISH MATERIAL A.wo FELT KWIK BOLTTZANCNOR W r Min. WSEWAENT HIMVMIn. THICK POURED CONCRETE (Min, ne • SkeD., PMIA EDGE OISTANOEBPMIN. SPACING, BEVONDANY RMSH MATEgNI B-31•) PON£R FASTENERS TAPPERANCHOR 01 aW Min, EMBEDMENTMTO PWREDCONCRETE (Mn. h•] Fv)dA t?MIµ EDGEDIStPNCE E 11? MW.SPACIND, SEYONOAHV FINIEII NATERBLL C-YCBML➢HUSHWREWANCHORWITMF EDWWNTOPOURE600NCRETE Ni Nol E YMIN. SEES DISTANCE A MEN. SPACING. BEYOND ANY FINISH NATERW.. D-E2'O TYFE F BOLT'OR WO-13SAEGRAOE5GALVANI NED STEEL HHBTHRU BOLT W NUT& LOCKWASHER&YMN.EOOEDISTANCETOtM'Min TIKASTM�S L. E-39.01AG SLREIYS TO IXN1B1E2VNO0D 8UCK(GWbS) W/]-M1Ln. PENETRAl10N IN]DWOCO& 11?MIN. EDGE DISTANCEEYMIRSPAOND,SEYONDANY FINISH MATERIAL E•-IMONOSCREN9TODOUBLE2eW DBUCK(G=o55]WTLen.PENETRATN]NINTOWOODd]' MIN. EDGE DISTANCE & T MIN. SPACRIG BEYOND ANY FINISH MATERML E� FASTENERS .y EXTERIOR. (5 REOD) SCHEMATIC WOOD CONNECTION DETAIL (AT OUTSIDE/INSIDE CORNER MULLION) MAXIMUM DESIGN PRESSURE RATING FOR MULLION CONNECTIONS ■ CONTINUED MAGEN 1nwnMDYomDx PREssoxEwtmoclYB M. ��K` pgla)3)UNCES1E [W@ YPMEMXDI' tln IXa1FY33b M INUDNE IYa h-ibl80�iMTE a�msu9sw.n 9W,a 40e I BE. n.e BOe s °S Boo °°i a°°'Oa 1000 <o- 6 '-8` US 000 UP 600 WO SO .1,600 00 100 6 •.z• n'-0' n •-n• e0S BO USe:S a$ °00a vo.0 w.e vo.o I., I'D 0 0• US i i M.] 5ai f00 a •:O" Cle aBe eoo SS:°o eoo a •.0" s •-0• US 9000 Boo 9°.° W.0 II 83.1 SO voo f0o .1 e •.n^ 3 '�0' W1 °0.El E e11 ]0.6 US5°.a 113 S. eoo 600 B '�0" eaI 6 gg2 519 000 0' 800 900 90.0 • 6• A6' •.O' US ... ono 80.0 oo.o .0 .61 esT 77.1 .00 o.D 000 US I'D e •.o- Ta.e eL.. Tee m3 eoo 6:0^ eoa soo US UP 1188 , B0. ° US ES 1.0 BBD f• .0. vo.a US ] '.0• 0'0' ]0.3 ]fA 603 .03 "9 ]].v a6.0 <50 900 900 -•:0• eno a°oo v°oo eaa eoo s •:o• eoo US US USa°.0 oaD mo UG 100 eoo U. B13 60.° 0u 900 0'-8• r +o• B2S ]6s 69B 90.0 &3 1B1 689 e3 900 20 '.O• BI:° eP! 65.0 nv Be.9 il.o 43.3 eoa fi00 L •:°• 900 800 W:0 ]6:a v°L 4 -0' s'.°- .0U.S .12 °0° wA UR S on 0'e• s •.e• '.0' e0:0 n.c W. s9.e U. »o Sooe°o°o 7. a j; e• 61n sa�q eSS 9BI eoo o• B&D 53 6LI 3s.T a B0.0 000 v0,0 )50 60➢ 1':0' 00.0 U.. eeI 6oA oo1 m.S 61T na.o eoo eoo 9' 0' •:°D` a ]B09:i 8D1'1 Be°tA 9aoo •.n^ 73.3 61.5 1iS No No 100 ELPe!e ei.n C.0 9 B ::o 69.6 U. W ° 3) a I 039 Ma s '.0- U. .7 1. IN M, C900 IRS e'-e- US 681 09.] IN B3n ]OB 51.] BOo 100 IN yg! E55 13i IS. 900 B 0' ES:i ai:8 si:6 9s°s iED x Is_ 9-a B ev:0 .400.e v..0fi PHBD 9.e0o.e0.o 10D '.o•UP 6'.0 1,7 IAp 6 80 E Ea° ° oo No 100 0'-BBig55] >'�0 67.3 01 9.0 01 411 1 9 80 . El1 033 9].9 S MULLION MUWON aPD9+ 4•-I I-4'-TsPcg.. I I I 4 R ( TEQ'RS • (4 EQ'0) EXTERIOR SCHEMATIC CONCRETE & 12 GAGE STEEL CONNECTION DETAIL Y (ATSTANDARD MULLION) FASTENERS E (2 REQ'D) FASTENERS • ' EXTERIOR (2 REQ•0) SCHEMATIC CONCRETE & 12 GAGE STEEL CONNECTION DETAIL . (AT OUTSIDE/INSIDE CORNER MULLION) STANDARD MULLION spcg.. sPv9+ -4'-I I-4• "spcg..- -spcg.. FASTENERS • (6 REQ-0) EXTERIOR FAS (3 SCHEMATIC GROUT-FD_LED CONCRETE BLOCK CONNECTION CETAIL e (ATSTANDARD MULLION) EXTERIOR SCHEMATIC GROUT -FILLED CONCRETE BLOCK CONNECTION DETAIL B (AT OUTSIDE/INSIDE CORNER MULLION) * SEE CONNECTION DETAM1S ON SHEETS 9.10321. w FASTENERS TYPES AND SUBSTRATES REOUIREMENTSAU INDICATED MIN. E.D.& SPACING IsvcD.l. BEYOND ANY FINISH MATERIAL F-mv HST MIN BOLT TZANCHOR VA T Mh EMBEDMENT INTO 6•M THICK POURED CONCRETE W1 h- 3 W): W4 N-WN EMS DISTANCE & L•MEN. SPACING, BEYOND ANY FINISH MATERIAL G -. PDHER FASTENERS TAPPER ANCHOR AS I.- ALn EMBEDMENT INTO POURED CONCRETE AN, h.3 Lv). WI Y 3'c' MIN. EDGE W STANCE 94IM MIN BPACING, BEYONDANY FINISH WTERAL. H -WO MCODE OBT CE& VMIN SPACWG,B°PElEplvi.Ic•SYL1.W1 BEYOND AANYM N MATERIAL 2 SIN. G' -3R'0 POKEfl FACTENERSTAFPER ANCHOR VYI SH• L4n. EMBEDMEMIMOOROLrt FIUED CONCRETE BUMS. W2 Ya• WIN, SOME DISTANCE &41?WIN. SPACING, BEYOND ANY FINISH MATERML H'. LB'0 HLTI HUSH SCREW ANCHOR W/33'6•NY, EMBEDMENTINTO GROUT FILLED CONCRETE BLCCK W z W MN. EDGE DISTANCE& CMIN, ERMINE, BEYOND ANY FINISH MATERIAL. I-WOTYPE-PBOLTOR3 01&SAEGRAOESOALVANQEDSTEELHHe THRUBOLT.WT&LWK WASHER & P MIN. EDGE DISTANCE&Y MIN.SPACINGTO 10GACE (0.100•MIN THIQ FY-33 Ltl STEEL SILL AND HEAD CONNECTION DETAILS FOR STANDARD MUMNS AND JAMBS (PLAN VIEWS) HMO or I'�O +�IA.� ISNNG BTRUMRE WET GLAZED SHOWN SEESHEET5FORDRY GLAZED DETAIL E%TEIUOR (2) FASTENERS (SEE SCHEDULE ON SHEETS 8 CONNECOON AT STM'DARO & SA) fyp- SIDE _ r-1- r-1-- •' -1 Hm or su F—,—I-r-I-r-4-,-I-r-� WET GLAZED SHOWN SEESHEET5FORDRY GIAZEDDETAIL (2) FASTENERS (SEE•SCHEDULE ON SHEETS 8 OONNECIION AT STANDARD & BA) Lyp. EA. SIDE CONNECTION DEFAR WPU *R F TO WOOD ONLY y � T nAieti 9 : s¢n nenl V Ip use eve'e H H P ouN Ip u>of � V• f b WET GLAZED SHOWN SEE SHEET E FOR MY GLAZED DETAIL '�' I E. ETTflUON (2) FASTENERS 1 DETAILS ETARS (SEE SOHEDUa ON SHEET IB CONNECMON AT JAMB ON SHEETS 8 & BA) DE EA. SIDE or S1 WET GLAZED SI SEE SHEET 5R GUVEDDETAIL .el ww�n (2) FASTENERS DETAILS (SEE SCHEDULE SHEET 18 CONNECNON AT JAMB ON SHEET 8) muUION CONNECTION DETAIL APPLICABLE TO WOOD DETAIL WOOD Lyp. FA SIDE my a, . a go. SILL SILL AND HEAD CONNECTION DETAILS FOR CORNER MULLIONS (PLAN VIEWS m ! SEE SCHEWtE n V�" 2- ON SHEET 5 a SEE SCHEDULE m i e (2) FASTENERS aN SHEET (SEE SCHEDULE 2- ON SHEETS 8 — —® g (5) FASTENERS 29 & 8A) lyp. EA (SEE SCHEDULE s 4 SIDE ON SHEET 8)a 20 I /ZJ i q O�REGI104 7 �4g� n.^e 20 3 s 0 n' a' Y z• S a C zggg.a3 11 3 Isiam nje 5��539 Ianr ae� 11 ' nAr ow.o W k sEmaeiel 3 _, lawn iUe ads' J =e y 29 BE SCHEDULE �rum0a e 27 �Ts¢ssn �q eg• a r W SHEET 5 i^ My, prpp e�A � J• (a wrs�aiq � � _— 29 um2w. ]r� �R G rdNw 30 � 1 Ispaers He�0 c3 \ 30 �JJ/ � uwEmw rr J J J 4 (2) FASTENERS JJ" (SEE SCHEDULE ! l t 4 U r J WET GfA2E0 SHOWN ON SHEETS 8 JJ 4 _ 0 J (3) tYP 7 - h 8A) IYP FA J / top/bottom SEE SHEETS FORORY SIDE r J WET OWED SHOWN 2U GlA2ED DETAIL % (3) TV SON SHT SCHEDULE top/ballam SEE SHEET S FOR DRY EAn a sILL� a 20 GLAZED DETAIL OUISN RLSIOE gIWIEA WUMMLS eux �EIffFRIOp� n HEAD w v 9A (5) FASTENERS 1T Nj* r i wx. 0a.o. 04 SNST a SEE SCHEDULE ON OUISW OE WPoVEA YW10 EXTERIOR SHEET 8) tyP. EA e� Q�' •+'••••• •.,v� . DIREC80N .7 A. mNNECTON DETAHL A PUQNBUE TO 11000 ONLY j 3.:y m It O: Q I,NI gg-g .O' O ,e EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK STRUCTURE (BY OTHERS) SEE SHEETS 8 & BA Nlx. FA SEE SUBDIIIF 9 Sf£EI5 @ fl &t •'21/2� �2 EXTERIOR EXTERIOR u a. 1 4 CD. s¢ wM&E W M SxtES B fl fl9 — 4 0 HEAD CONNECTION DETAILS s won—� (2) FASTENERS (SEE SCHEDULE ON SHEETS 8 • & 8A) tYG. EA. y SIDE 3& �P WET GLAZED SHOWN SEE DETAIL FOR ORY GLAZED \G, SEE SCHEDULE ON SHEET 5 (2) FASTENERS SEE SCHEDULE ON SHEETS 8 & BA) lyp. EA. a SIDE WETGLAZEDSHOWN SEEDETAILD)FORC GLAZED SEE SCHEDULE ON SHEET 5 EXTERIOR WN Ell SCHF➢ LE a WGJ W,% ED SEE SL 11ME On LYEf a EXISTING (2) 2'z PT lOOD BUCK STRUCTURE (BY OTHERS) ASTENERS (SEE SCHEDULE ON SHEET 8) 2 1 5/8' n GLAZED SEE SCHEDULE ON SHEET 5 EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK STRUCTURE (BY OTHERS) SEE SHEETS 8 & 80 ff 5 EXTERIOR El B HEAD CONNECTION DETAILS Continued _FASTENERS In6 (SEE SCHEDULE • y ON SHEETS 8 3 p & A) 13 12 WETGLIZEDSHOWN SEE DETAIL FOR MY GLAZED ON SHEET 5 1D H EXTERIOR NN. M. EKISTING (2) 2"x PT #ODD BUCK STRUCTURE ,BY OTHERS) FASTENERS, (SEE SCHEDULE ON SHEET B) aA g -�YZ) WET SLAM SHOWN --SEE DETAIL(X) FOR DRY GLAZED 17 //S�� Z/ SCHEDULE ONSHEET ON SHEET 5 n MAXIMUM DESIGN PRESSURE RATING FOR HORIZONTAL MAXIMUM HORIZONTAL WANT NO SCHEDULE FORAGIM DESIGN PRESSURE RATING (PINANG A OVEN HORI20NT& EFFECTIVE MY LIGHT OPENING'01.0.• IflAn1 HORIZONTAL CONNECTION DETAIL s Ho 1 E WINDOW WALL ELEVATION V HORIZONTAL V = MAXIMUM HORIZONTAL SPAN "D.L.O: = EFTECiM IxY u6NT OPmmdO - D.L O , . DLO. NNIWNH FTFECIIVE 61AAI4uM DESIGN PDESNE DAYUGTN NN420NTAL NATING OPENING SPAN (.1 'DLO DA) 'L'(8) 2'- 0 8'- 0" 2'- 6 •. 8'- 0' 3' -0' 8'- 0' x 60.0 3 - 6' 8'- 0" ORLESS 4'-0' ]'- 5^ 4'- 6' 6'- ]" 6'-0• 5'-11' 2'. 0' 8'- 0" 2'-6" 8'- 0" 3'-0' 8'- 0° 4'-0" 6'-10" 5'-0° S.- 5" 2'- 6' 8'- 0" 3'- 0" 8'- 0" 4'-0" 6'- 1" 4•-6" 5'- 8" 5'•0• 5'. 1' 2•-6" 8'- 0: 3'- 0' 7'.11 4'- 0' S•-11 -A 4'-S' 5•. 3: 5'- 0' ' 4- 2" 2'- 0' 2'- 6' 8'- 0 i GOD 3'- 6 ° 6'- 4 4'- 0' 5'- ] 4'-6' 4•-11: 5'- 0 ° 4'- 5 JAMB W/O ANCHORAGE (ELEVATION) 4C/18 4CH8 JAMB SINS ONLY VND FOR UP TO 800paf. ASD NECAIIYc 0E9GN LOW. WVL SPAV FOR FDSRA'E LOA05 SHNL BE MM EY ]DOPsf ISD LCND. L - JAMB SPAN MAXIMUM DESIGN PRESSURE RATING FOR JAMBS W/O ANCHORAGE tAAXPAUM JA61B SPAN'V(M SCHEDULE FOP A GIVEN OEEIGN PRESSURE RATING fm0 ANDA GNENJ4AO EFFECTNE6PAONG V OFlnl EFFECTIVE SPACING b - Si (SEE SCHEDULE) (FM FREESTANDING JW NUWOI) 2 AT JAMB MULLION GLASS PANEL NA)(RA N BINDING DESIGN EFFETNE roNNFLTION PRESSURE SPmm SPAN MMG w ro"(f1+t) LF (flit) 1!. 9° S.- 0. 2"- 0" 9'. 0' 2'. 3^ 91- 0' 2'- 6' 9'- 0" 2'- 9° 8'- 8' G00 3'- 0" 8'- 4' 3'- 9° ]'. 5' 4'- 0° ]'- 3' 4'- 1° ]'. 1• 2'. 0' 9-- 0'' 2.: 3• •- 9'- 0 2•6" S'- 9' 2'- 9" 8'- 4' 650 3'- 0' 8'- 0' 31- 3" ]'. 8' V. 6 ° ]'. 5' 4'- 0° 8'-11' 4'- 1" 0'-10' 2'- 0' 0'. 0" 6'- 1 ° ]OO 31.0' ]'9' 3'-. 3° ]'. 5° . 3'- 9° 6'-11° 4'- 6•- G" 1 I- 2'0° • 9'- 0'. 2'-. 3" 2'• 1.. 2•9" ]'9'• 750 3'. 0' ]'. '. 3'. 3" P. 22'. 3'-. 6' 6'-11'• 3'- 9" e'- 8'• 4'- 0" 6'- 6'. 4'- 1' 6'- 4"• 2-- 6' 6'- 1°• 76.0 3'- 0" Y'- 5" 3'- 3" 1'. 1" 3•- 8° 6'-10" 3'- 9" 6'- ] 4'• 0' S.- 54 4'. 1' 6'- 4"L 2'- 9" Y•- 6"• WIG 3'- U• ]'- 3'. 3'- 3' 6'-11°. 3'- 9' G'- 5°. 4'- 1' 6'- 2". s 0 SEE SCHEDULE SILL CONNECTION DETAILS t G SEE SCHEDULE .E $• ON SHEET 5 ON SHEET 5 S 29 29 4 3 WET GLAZED SHOWN oN 4 3 x ?N F$ 0 9$ WETGLAZEO SHOWN SEE DETAIL (X) FOR DRY S ` x 19 19 - SEEDETZED FOR =e 22 GLAZED.. 22 DRY GLlQED 5Gg . 13 13i: EXTERIOR ^ EXTERIOR \ y` 33333389898989 2 try. 31 Tl)p 31 5 oiaf 23 3 REOUIREB 23 3 REQUIRED m; mgn O30 A EXISTING POURED 30 W i CONCRETE OR GROUT s -.? +• FILLED CONCRETE BLOCK -wry STRUCTURE BY OTHERS . • , . SEE SHEETS 8 & 8A 2 s/e' a"a ' MIN. ED. rnix. co, •' FASTENERS i SEE SCNEOtttF VIL—su S ODOIE (SEE SCHEDULE FASTENERS pi T SNEET9 8 & snELTse & en ON SHEETS 8 (SEE SCHEDULE Q W g AND 84) ON SHEET 8) `14 5 EXISTING (2) 2"x WOOD W 3ga3l''� BUCK STRUCTURE ` «aFge�3 MIN. E.D. AYN. cD. J SfE 3 ODIK ON 811E7 B FEE 5020111E ON WEc 8 D •s G SEE SCHEDULE EWE)'•� ON SHEET 5' I• 29 d 3kg c 4 3 2 WET DETAIL( )FORD 32f GSEE LAZWN ETAII (X) FOR DRYGLAZED 22 e 2 1 N,11 EXTERIOR13 �Q"31323 31ypEi UIREU —� ` 3PtC* O Ctl Y 30 W *�.Gt „� DETAIL X �25v 2 �¢•,p -U �bs!1Z rry. 'gym EXISTING STEEL _ �•••• .ap'• —2 1/2- 2 5/e' STRUCTURE SEE � �••� � * C•O 0 SHEETS 8 AND BA �!nu•""' FASTENERS 1 MIN F.D. MIN. Ea (SEE SCHEDULE 5!F SONmJIE ON —I —SEE SOIEpaE CN—I ON SHEETS 8 SHEETS 8 & 84 5REE15 8 & PA AND 8A) JB EXTERIOR SILL CONNECTION DETAILS SEE SCHEDULE G SEE SCHEDUL ON SHEET 5 Continued ON SHEET 5E 29 I. 17 WET GLAZED SHOWN �� 4 SEE DETAIL(X)FORN 3 DRY GLAZED 19 2 EXTERIOR � WET GLAZED SHOWN SEE DETAIL N FOR DRY GLAZED & 30 S.B FASTENERS (SEE 30 . 1 s SCHEDULE ON trys SHEETS 8 & 8A) FASTENERS 10 _ EXISTING POURED 10 SEE SCHEDULE CONCRETE OR GROUT ON SHEET 8) e/fe'' 1J/M FILLED CONCRETE BLOCK DN. E.D. STRUCTURE (8Y OTHERS) 52 Sn1DYJIE av SEE SHEETS 8 & 8A sNms D A R^ MIN. ED. E%ISDNG (2) 2'z WOOD SEE SCHIMLE ON 5HgT5 g y &, DUCK STRUCTURE 1 5/f6' tJ/f ILL SEE uln. ED. SCHEDtRE dY SNEEf 8 MIN. ED. SEE SCHEDULE 3E ON SIE[E 8 G SEE 5CHEDULE ON SHEET 5 29 0 4 3 17 WET GLAZED BROWN 19SEE DETAIL(X)FORDRY GLAZED 22 %_3:�5 is 2 3 EXTERIOR 31 2 18 T fro. 3) REDUIR 11 30, —T g a DETAIL X 3F TS D AND 8A RS (SEE E ON 8 & SA) ki G SEE SCHEDULE SILL CONNECTION DETAILS 10EN E SCHEDULE ON SHEEF 5 29 SHEET577 WETGLAZED 91 9H! 'SEE DETAIL (X)FOf20RYw EXTERIOR IXTERIDR 31 18 3) REnUIRED g FASTENERS (SEE 18 }; SCHEDULE ON SHEETS 8 & BA) 30 I � G 30 EXISTING POURED 10 CONCRETE OR GROUT 10 `FILLED CONCRETE BLOCK • 7/16••• 1]%IC STRUCTURE (BY OTHERS) MN. ED. SEE SHEETS 8 & BA SEE KHEPJIE MN. M ON SHF£16 8 k QA SET SDID1us 3H GN SHEDS 8 k m il-ZILL * THIS SILL TYPE SHALL DNLYCHEDULE 29 BE USED FOR MAX. 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E).0`A.3 wo %a B2) W.o na r'-0. ]'-B• 3)2 SAS H.5 3].5 1)] 1&5 2B.2 2d.S 42.5 ]0.5 i6i tE6 1S:a) 8R] 60S BBa ]b5� 13.1 Sb49 W.] SS:° ]B.0 SLt 80:0 g00 80:0 9a.0 39:1 49.0 S1J ]°D W.O Wp M:S 40B p9p00 8p0 DN3:0 ND )B.g3 W.d 50.0 WU dS Saq EB3 a2] 30.5 15.5 23.1 31.0 118 Gail D1.a 31.0 4LD )4.0 A3 Do.0 Q0.0 /&5 ]13 WO I1] 0O.0 B00 02. %° ena 341 1 31 381 182 6 ) D p,1 / ] 80 D 1 8 Go. N. aD 698 4,4A48flB ,4h,4B/18 4,4A4 V2 L/2 v -- E L/2 L/2 I JANB JANB OPTION 031ElEVPTIDM (3) FASTENERS OPTION 04(ELEVATION) CONNECTION WFASTENERSCONNEC1011 4, 4A 4811E 4A 45118 112 I/l [Peg• [,0�941YIO U'.S112 ■ FASTENERS TYPES AND SUBSTRATES REQUIREMENTS W/ INDICATED MIN. E.D. S SPACING (speal. BEYOND ANY FINISH MATERIAL R,wC HILTI ILN'IK BOLT 3 ANCHOR Wl2-Mm, EMBEDMENT, 2]N'M il. m.6 B' MIN. SPACING INTO V Lf THOR PWREO CONCRETE IMin. S-1IY0 HILTIHUsm SCREWANCHORINTMIM1 ENBE.GNT.2Ur MIN. ED. &WMIX. SPFAWG. I= POUREDCOHCRETEIMIn rO.3R$I. T -120 HILT KLNK BOLTB ANCHOR W 2IW Ma EMBEDMENT. 4•N K M. & D• MIN. SPACING, INTO GROUT FILLED CONCRETE BLOCK U -lag HILTI HUSH SCREW ANCHOR W Y MIB. EMBEDMENT, 4•M1N. ED. B B' MIN. SPACING I WO GROUTFILLED CONCRETEBLOCK V-120 TYPE•F BOLT OR 120-ts SOE GRACE. GALVm,R Gma HHBTXRU BOLT W/NUT&LOLIC WISXER&TMIK FDOE DISTANCE &YMIN. SPACINGTO 114-Min THKASTIA"OR 12 GAV IE I0.108• MIN. TXK)FY=a3L1i STEEL V]-112'01AN BERENS TO DOUBLE 21 NOOO SUCK(G= 55)W TMN. PENETRATION INTOROOD S YMIN EWE DISTANCE&YMIN- SPACING, BEYONDANYFINISH MATENAL CORNER DETAIL AT JAMB EXTERIOR RULE T5 (ISOMETRIC) W/ 17 (SHOWN) P3, 26 (SIMILAR) III k1VW7jml6Si#-T 1. ALUMINUM ENTRANCE DOOR SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (601 EDITION) OF THE FLORIDA BUILDING CODE. PRODUCT MAY BE INSTALLED WITHIN HIGH VELOCITY HURRICANE ZONES (HVHZ) AND OUT OF THEM (NRVHZ). DESIGN WIND LOADS SHALL BE DETERIAINEO AS PER SECTION 1620 (HVHZ) &1609 (MORE) OF THE ABOVE LIENDONEO CODE, FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A DIRECTIONALITY FACTOR Kd=0.85, USING ASCE 7-10 & SHALL NOT DICEED THE MA(IMUN (AS.O.) DESIGN PRESSURE RATING INDICATED ON NOTE 2. IN ORCER TO VERIFY ME ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE RRSF REDUCED TO ASD. DESIGN WAND LOADS BY MULTIPLYING THEM BY 0.6 1J ORDER TO COMPARE THESE W/ MA],. (AS.U)DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D.. AS TESTED, WERE NOT OVERSTRESSED. A 33% INCREASE W ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.C.S. 2015. THIS PRODUCTS ADEQUACY FOR IMPACT AND WINO RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 & 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS-201, TAS-202, TAS-203, PER HURRICANE TESTING LABORATORY REPORTS # WL-0105-1030-02. IRE-0105-0712-03, HTL-01055-0205-03, HTL-0105-0010-03, HTL-0105-0210-04 AND HTL-0105-U407-04; PER CERTIFIED TESTING LABORATORIES REPORT j CTL4-1177N (FOR DOOR CERTIFICATION INSTALLATION WITH FO-5000 AND FC-5100 WINDOW WALL SYSTEM); PER ARCHITECTURAL TESTING IAB REPORTS # C0344.01-450-t B. 95631.01-401-18 (NEW PANIC HARDWARE) PER CONSTRUCTION CONSULTING LABORATORY REVISED REPORT }'CCU-14-128, AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTIONS 1616 & 1604 OF THE FLORIDA BUIWING CODE. 2. MAXIMUM AS D DESIGN PRESSURE RATING FOR SINGi r OR >' O' B' 0' PAIR OF DOORS H 11 RE TO w. -80 Pef, WHEN USED WITH UAMNATE G'J55 AND MAX.70 t -70 eO WHEN USED WITH 'NS(JIATED GLASS, MAXIMUM &S.M DESIGNPRFSSURE RATING FORG'eB'-0' SINGLE OR 7'-0'X8'-0' PAIR OF DOORS 9HMI RF USE 5FALMtT F3> FOR OP T9_+70 net -80 nef ASO DFS(GN PRFSSURF RATINGp To 470 pel. -70 ont AS.D DES'CH PRESSURE RATING 3. D S DESIGN PRESSURE RATING FOR 4' 0'%9'-O' 5114GOR 8' 0' 8' O' PAIR OF GGQaS 114 BF _TO_ I AND SHAII OMY RF USED WIM FITHER IAVINATFn OR INSULATED GLASS. USE6 > AND 037A FOR THESE DOORS -4, THIS PRODUCT WILL NOT REOURE A HURRICANEN 5. THIS PRODUCT fS NOT APPRMDFl 14, (e) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECRC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE. FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING UFE SAFETY OF THIS PRODUCT, BASED ON THIS P.ED, PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. c THIS P.E.D. WILL BE CONSIDERED INVALID () C NS ERED AIJO IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME ME ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR DEVON. (e) ORIGINAL P.E.D. SEWN BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 15. PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATE ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1709.5 OF THE FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. 6. PROVIDE 1/4- LINE LOAD BEARING SHIM (TYP.), VMEN ALLOWED RY THIS DRAWING. T. ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO METAL TO BE STAINLESS STEEL 304 OR 316 M51 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 AND SECTION 2411.3-3-4 OF THE FLORIDA BUILDING CODE WITH 50 ksi YIELD STRENGTH AND BO kei TENSILE STRENGTH. B. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING STRUCTURE. WOOD BUCKS MUST BE SOUTHERN PINE, G - 0.55, AND SHALL COMPLY WITH SECTIONS i411.3.3.3 & 2326 OF THE FLORIDA BUILDING CODE 9. REMAINING COMPONENTS FOR THIS PRODUCT SHALL BE AS INDICATED ON BILL OF MATERIALS, SHEETS 4 & 5 OF THIS DRAWING AND AT HARDWARE SCHEDULES ON SHEETS 6 & > OF THE DRAWING. 10. ALL ALUMINUM EMUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION 11-6 OF THE 2015 ALUMINUM DESIGN MANUAL 11. SHOP DRAYFNGS PREPARE BASED ON THIS APPROVAL AND TAKING INTO ACCOUNT THE SPECIFIC JOB CONDDIONS, SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AS PART OF THE PERMIT DOCUMENTS. 12. SUBSTRATE MATERIAL NOTED ON THIS DRAWING AS EXISTING BY OTHERS. POURED CONCRETE. GROAT FILLED CONCRETE BLOCK AND WOOD MUST WITHSTAND THE LOADS IMPOSED BY THIS PRODUCT, 13. THIS PRODUCTS INSTALLATION SHALL COMPLY WITH ALL SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICION WHERE PERMIT IS APPLIED TO. SCANNED BY St. Lucie County RECEryFa JAN 141019 00 nNttln® pB St' LUCID COU1TGyent THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA F 2r cP 3 �' o Nui SERIES MSD-375 & WSD-500 ALUMINUM MEDIUM & WIDE STILE ENTRANCE DOORS Sw 4-.I- (WET GLAZED) COMPONENTS oJ3,• „� I I u.xm• OI A0.1L6lS EM GILL© YA91� L!A=gA6A1L III�II II 655E61BLY 2O 3004 4A ,JIB' _ CO-21, IjORJ•�Q�& 39, 61 k 71 11 10' ADA BOTTOM RAL 0-81 1.5'O' iA —I O.OW' �L a o.OSO• eT L69Y 1 16 man n, I Ft4F FC-5113 ,JIO- rOa prP.) 4 m -LHI 1® 8* 8070M RAIL 0-71 IJSY 9 D.962• Ifi SNP- Q�}OOp�LOP FG-516J I 3.75 � OMF IM `71 .i 1xE ag[�:A1 y7 Y7l r Mg-3-34Mq- $IM "jfLEll F M 34 0-6 0,2 0,s.) � l�'I���'I''�g S O.IxO• r I-- O7 ME01N5M8 EeCMF ? FFTUC. BO DO(10-3388 RAI O9 MID RA L AQA R O6 HOR20NFAI. 0-24 MID-RAA /TOP RAL 0-21 1.aeA- e ��6 13 PANIC DOOR SLOP D-13a-3 OJix` 9JOz' p 8 �1"= . 0.125• OA7 ]Z 000R BOTTOM RAII AN9FFP ASSFMPIV 14 SDREy! ATTACHFTI ODOR GLASS & D—ne D-1s2 0.P9• 0.08o g O.O] 19 LT 6 FeT F R7 FG-Slfi7 Oazs• prP.) ® p R JAMB ®�I910N FG-5168 g 1.990' 0- Y T aa:Y o.uaO M2 y .W0 O.o62 ry 81 ) NsomS�41e9 couS�51r FG-5198 IS HEAD HORR ffl / TRANSOM HEADER FC-5206 O.IVJ e Opy „y R[� Qf;R HMEMER/HFenER/ HSOj M E R FG-5197 ..9W' 0300 �1 si azr lo.oea U"� 5® HAD HORI ON / TRANSOM HEADER FC-5204 eT�I �o 80 5$yp�-IN DO�pp j MINA S+ (MINA TEDGsj� JSOP 5-83 OJIA• G " YyW JlPWVYN D0i7Q S-81 .K O �- g lu• UI �' 11��0�99 o m N O L �o 6,660' O P N�M N � �d,66Y 1 � g I u I 0.168, g J y Z.500•J In r 4111C u 9 u IItFvRvnl' P �. �a ,1 lnci, No.441 9 e +P M e 1AB0' o 0.ap 9 1 <a0• A— N II.I 11' O 0 0]Ifi' b �1$ � �T o I u.zex• I A00' m o.na. I—xsa0•--I � O N N Q Y, P N m 0.091 o.eso• 1 - y $ 2 O $ 9 L UI 20W' 035 P.)) 1.00' 0.1..nco d.0 I s Rfa uwa75 (MMIM)'e wan-500 I I L I E C 1—\ 0 Okleadb BuDdinEnvelope vP'o wuamar awmaa,v.rxmro mrx n. 18-019. m PL Y/VL4WRF( w . i BILL OF MATERIALS MSD-375 & WSD-500 DOORS ITEM No, PART NUMBER DESCRIPTION DIMENSIONS MATERIAL MANUFACTURER NOTES 1. AS-6 ADJUSTABLE ASTRAGAL ASSEMBLY .331' % 1.562' X .076' 6063-TG ALUMINUM OBE 2. CB-21 CORNER BLOCK 2.130' X 1.44- X .25' 6063-TS ALUMINUM OBE 4.437' LONG 3. C11-38 DOOR CORNER BLOCK 2.I30' X 1.44' X .25- 6C63-TS ALUMINUM OBE 1.23' LING 4. CB-61 DOOR CORNER BLOCK 2.130' X 1.44' X .25' 6C63-T5 ALUMINUM USE 8' LONG 4A. CB-71 DOOR CORNER BLOCK 2.130' X 1.44' X .25' 6063-T5 ALUMINUM OBE 6' LONG 5. ➢-6 MEDIUM STILE MS-375 3.75' X 1.75- X .125' 6063-T5 ALUMINUM OBE 6. D-21 HORIZONTAL HID-RAIL/TOP RAIL 6.50' X 1.71' X .125' 6063-T5 ALUMINUM OBE 7. ➢-24 INACTIVE MEETING MEDIUM STILE MS-375 3.75' X L75' X .125- 6063-TS ALUMINUM OBE 8. D-38 DOOR TOP RAIL 3.00' X 1.71- X .125' 6063-T5 ALUMINUM OBE 9. D-62 MID -RAIL ADAPTER 1.429' X 1.552' X .062' 6063-T5 ALUMINUM OBE 10. ➢-69 ACTIVE MEETING MEDIUM STILE MS-375 3b14' X 1.75' X 125' 6063-T5 ALUMINUM OBE II. ➢-61 10' ADA BOTTOM RAIL 10.00' X 1.71' X .125' 6063-T6 ALUMINUM OBE 11A D-71 8' BOTTOM RAIL 8.00' X 1.71' X .125' 6063-T6 ALUMINUM OBE 12. D-118 DOOR BOTTOM RAIL SWEEP ASSEMBLY .812, X .302, X .125' 6D63-T5 ALUMINUM OBE CUT TO DOOR WIDTH MINUS 5/8' 13, ➢-134-3 PANIC DOOR STOP ,344' X 1.484' X 3.00' 6063-T5 ALUMINUM OBE 14. D-152 SCREW ATTACHED DOOR GLASS STOP 1.00' X .762' X .125- 6063-T6 ALUMINUM UBE ATTACH V/ @ 12. ON CENTER 15. FG-5206 WAD HRIZOTTAL/TRANSOM HEADER 250' X 4.98' X 080' 6063-T6 ALUMINUM OBE FOR FC-5000 SYSTEMS 15A. FG-5204 WAD HOWIIMAL/TRAPSOM HEADER 250' X 4.98' X .C80' 6063-TS ALU14INLN OBE FOR FG-5000 SYSTEMS 16. FG-5112 HEAD FILLER .50' X 1.69' X .050' 6C63-TS ALUMINUM OBE 18. FG-5163 SNAP -IN DOOR STOP .746' X 1.357' X .062' 6063-TG ALUMINUM OBE 19. FG-5167 FLAT FILLER .778' X 4.66' X .090' 6063-T6 ALUMINUM OBE RUNS FULL LENGTH 20. FG-5169 DOOR JAMB R FG-5000, FG-5f00 4 FG-5300T 2.50' X 5.00- X .125' 6063-T6 ALUMINUM OBE 21. FG-519B TRANSOM SASH 1,00' X 1.940- X .062' 6063-TG ALUMINUM OBE 22. FG-5197 DOOR HEADER/TRANSOM BAR 2.50' X 4.90' X .080' 6063-T6 ALUMINUM OBE 23 5-83 SNAP -IN DOOR LAMINATED GLASS STOP .812' X .762' X .078' 6063-T6 ALUMINUM OBE 23A 5-81 SNAP -IN DOOR INSULATED GLASS STOP ,748' X .75' X .050' 6063-T5 ALUMINUM OBE 24, TH-57 THRESHOLD .50- X 5.625- X 25' 6063-T5 ALUMINUM OBE ' 25, D-125 DOOR STOP WEATHERING .125' SPACE SANTOPRENE UNIVERSAL RUBBER 26 FG-1133 GLAZING GASKET .197' SPACE EPDM VARIES 70 0LRDETER, USE AT LA14NATED GLASS 26A V-28 GLAZING GASKET .30' X 282' VINYL OBE USE AT INSULATED GLASS 27. FS-2 ATTACH D-11B SWEEP 70 DOOR BOTTOM q8 % i6' PPHSMS STEEL VARIES 28. FS-7 ATTACH RAILS TO CORNER BLOCKS RIO X 9'( PFH ,STEEL VARIES 29. FS-8 SPLINE ASSEMBLY SCREW R14 X V HHSTS 'STEEL VARIES 30. FS-114 ATTACH D-152 TO DOOR 08 X %, PPHSMS STEEL VARIES SPACED 8 12, O.C. 31. SM-5601 J01NT SEALANT TAPE .125' X .50' VARIES BUTYL SCHNEE-MOREHEAD 32, WP-085 ADJUSTABLE ASTRAGAL WEATHERING VARIABLE SPACE WOOL PILE SC14LEGEL 33 FS-56 ATTACH ➢-134-2 PANIC STOP 012 X 3/4' PFHSMS STEEL VARIES 34. ES-49 ADJUSTABLE ASTRAGAL SCREW q8 X 1/2' PPHSMS STEEL VARIES 35. FG-5188 SPACER GASKET .25' X'.25' EPDM VARIES 85 DUROMETER 36. HP-17 SETTING BLOCK 1.316' X 25' X 4' LONG EPDM VARIES 90 DUROMETER 36A. FG-5229 SETTING BLOCK ,634- X .642' X 4' LONG EPDM VARIES 85 DUROMETER .# u BILL OF MATERIALS MSD-375 & WSD-500 DOORS (CONTINUED) ITEM No. PART NUMBER DESCRIPTION DIMENSIONS ERIAL MANUFACTURER NOTES 37. 995 SEALANT STRUCTURAL SILICONE FILL SPACE ICONE DOW CORNING 995 USE FOR UP TO +70, -00 psf. ASD PRESSURE RATING 37A SEALANT STRUCTURAL SILICONE PROGLAZE lI FILL SPACE ICONE TREMCO USE FOR UP TO 170, -70 psf. ASD PRESSURE RATING 38. 921 USED AS PERIMETER SEALANT FILL SPACE YURETHANE [EPI)M VULKEM 40. FS-39 ATTACH CORNER BLOCK TO STILES ,y( X 20 X %h HHMS EL VARIES 41. FG-5000-PPI SETTING BLOCK L§' X 3'� X 4' VARIES USE FOR LAMINATED GLASS41A. D-123 SETTING BLOCK 1.00' % 0.219, ID PVC VARIES USE FOR INSULATED GLASS 42. FG-5172 DOOR HEADER -OFFSET ARM 250' X 4.98' X .135' 3-T6 ALUMINUM OBE 42A. FG-5235 DOOR HEADER/TRANSOM BAR 250' X 4,98' X .135' 6063-T6 ALUMINUM OBE 43. DS-104 OFFSET ARN COVER 1.189' X 1.625' X ,094' 6063-TG ALUMINUM DBE 44, FASTENER ATTACH DS-104 TO FG-5172 410 X 2' FHPSMS STEEL VARIES SINGLE DOOR- 1 EA. 6' FROM LOCK STILE PAIR OF DRS: 1 EA. 6' EACH SIDE OF DR C/L 45. D-120 DOOR WEATHERING STRIP VARIABLE SPACE VINYL DBE DOOR WIDTH MINUS 5/8' 46, FG-5185 SPACER GASKET .25' X .25' SILICONE VARIES 47. FG-5190 GLASS STOP 2.01' X 139' X .OBO, 6063-T6 ALUMINUM OBE FOR FG-5000 SYSTEMS 50. FG-5181 TRANSOM SASH 1.00' X 2.69' X .062' 6063-T5 ALUMINUM DBE 51, FS-55 ATTACH SC-1 CLIP #10 X 112' PH ROUND STEEL VARIES 9. O.C. 52. FG-5182 TRANSOM GLASS STOP 1.00' X .767' X .062' 6063-T5 ALUMINUM OBE 53. ➢S-104 DOOR STOP 1,625' X LIED' X .094' 6063-T5 ALUMINUM OBE USES SC-1 CLIP 56. CW-998 BULB GASKET FOR FILLER VARIES FOAM-TITE AMESBURY 57. FG-5000-PP-8 DOOR JAMB MULLION STL REINFORCING 1 1/4' X 4 9/16' X 1/4' A-36 STEELomcv Tm VARIES FULL LENGTH OF MULLION. COAT RICH PRIMER 58, PS-38 ATTACH STL. REINFORCEMENT 1/4'-M X 1/2' HH TYPE'F•/ STEEL VARIES 59. SC-1 STAINLESS STEEL CLIP .281' X .968', X .032' STAINLESS STEEL OBE 9. O.C. 60. FG-5000-FP-17 ANCHOR PLATE 1.153- X .478' X .000'X 8' LONG 6063-T5 ALUMINUM OBE USED 8 22 62. FG-5000-FP-19 ANCHOR PLATE 1:708' %.375' X .DM'X IF LING, 6063-T5 ALUMINUM OBE USED H 24 63. FG-5000-FP-201 ANCHOR PLATE .1.215' X .264' X ,078'X 8' LING 6063-T5 ALUMINUM OBE USED @ 42 64. D-243-01 STILE REINFORCEMENT SLEEVE 3375' X L480' X ,093'X 5.26LG 6063-T6 ALUMINUM OBE USED AT DOOR STILE SILL WITH REGENT HARDWARE 65. D-244-01 STILE REINFORCEMENT SLEEVE 3.109' X 1.480' X ➢93'X 526LG 6063-T6 ALUMINUM GBE USED AT DOOR STILE SILL WITH REGENT HARDWARE 66. D-247-01 STILE REINFORCEMENT SLEEVE 3364' X L480' X .104'X 526LG 6063-T6 ALUMINUM OBC USED AT DOOR STILE SILL WITH REGENT HARDWARE 67, D-13 WIDE STILE WS-500 5➢00' X 1.75' X .125' 6063-T5 OBE 68. D-25 INACTIVE MEETING WIDE STILE VS-500 5000' X 1.75' X .125' 6063-T5 OBE 69. D-70 ACTIVE MEETING WIDE STILE VS-500 4.863' X 1.75' X J25' 6063-T5 OBE 70. FG-5196 POCKET FILLER FOR FG-5000 4.660' X 1392' X .00' 6062-TS OBE 71. FG-5179 POCKET FILLER FOR FG-5100 4.66D' X 1.392' X .080' - 6063-1S OBE 72� FG-5217 POCKET FILLER FOR FG-5100T 4.660' X 1.030' X .094' 6063-T5 OBE 73. FG-5178 HEAD RANSOM HEADER 2.500' X 4.980'X VARIES 6063-T6 ALUMINUM I OBE IFOR FG-5100,FG-5100T SYSTEMS 74. FG-3177 GLASS STOP 1390' X 1.636' X .079' 6063-T6 ALUMINUM I OBE IFOR FG-5100,FG-5100T SYSTEMS C3 HARDWARE SGHEDULE 3"-6" X 8'-0" OR 4"-0- X 8'-0"" (Max.) SINGLE MSD-375 & WSD-500 DOORS HARDWARE TYPE HARDWARE MODEL AND DESCRIPTION MANUFACTURER MAX DESIGN PRESSURE MAX DOOR SIZE NOTES 3-POINT LOCK ME 1B50 LEA➢LOCK ADAMS RITE +70 / -80 PSF 31-61 X 81-0' 3-POINT LOCK MS 1850S + 4015 4 4016 DEADLOCK ADAMS RITE -70 / -70 PSF 4-0• X 8'-0' RIM PANIC ED4200S RIM PANIC CORBIN RUSSVIN +60 / -60 PSF 3'-61 X 8'-0' CONCEALED PANIC 1283 CONCEALED VERTICAL RO➢ PANIC JACKSON +70 / -90 PSF 3'-6• % 8'-0• CONCEALED PANIC 2086 CONCEALED VERTICAL ROD PANIC JACKSON +70 / -80 PSF 3•-61 X 8'-0' CONCEALED PANIC 5770 CONCEALED VERTICAL ROD PANIC REGENT +70 / -90 PSF 3'-61 X 8'-0' ONLY ALLOWED TO USED FOR MEDIUM STILES CONCEALED PANIC 8410 CONCEALED VERTICAL ROD PANIC SARGENT +70 / -90 PSF 31-6• X 8'-0• OPTION FOR 4' X 0' ALLOWED UP TO +70 / -70 psf RIM PANIC AD8500 RIM PANIC SARGENT +60 / -60 PSF 3'-6' X B-0' SURFACE PANIC 9927 SURFACE PANIC VERTICAL ROD VON ➢UPRIN +70 / -BO PSF 3'-6' X 8—O' CONCEALED PANIC 9947 CONCEALED PANIC VERTICAL ROD VON DUPRIN +70 / -80 PSF 3'-6' X 8'-0' SURFACE CLOSER MODEL VARIES BY MANUFACTURER VARIES N/A N/A CONCEALED CLOSER 21-211 HVY DUTY V/OFFSET SWING ARM JACKSON N/A N/A BUTT HINGES 4' X 4 1/2' 4001 BALL BEARING STAINLESS STEEL REGENT +70 / -80 PSF 3'-6' X 8'-0• (3)PER DOOR LEAF BUTT HINGES 4' X 4 1/2' BB1199 BALL BEARING STAINLESS STEEL MAGER +70 / -70 PSF 4'-0' X 8'-0' (4) PER DOOR LEAF BUTT HINGES 4' X 4 1/2' RCTAM14 BALL BEARING STAINLESS MC KINNEY +60 / -60 PSF 3'-6' X 81-01 (3) PER DOOR LEAF PULL HANDLES PH-20 FORMED ALUMINUM OBE N/A N/A PUSH BARS PB-21 FORMED ALUMINUM BEE N/A N/A CYLINDER CY-1 LOCK CYLINDER OEE N/A N/A KEY CONTROL 106 KEY CONTROL FOR SARGENT SARGENT N/A N/A THUMB TURN CY-3 OBE N/A N/A CYLINDER CY-5 FOR VON EUPRIN DEVICES OBE N/A N/A LUCK INDICATOR AR-4089 OPTIONAL DEVICE ADAMS RITE N/A N/A PANIC STOP D-134-2 LOCATED AT THRESHOLD OBE N/A N/A THRESHOLD TH-57 COMPONENT OEE +70 / -80 PSF 3'-6' X 8'-0' OPTION FOR 4' X 8' ALLUVEE UP TO +70 / -7D psf DOOR BOTTOM SWEEP ➢-118 / DIED DEE N/A N/A TOP PIVOTS OP-6 / OP-7 UBE +70 / -80 PSF 3'-6• % 8'-0' INTERMEDIATE PIVOTS M-19 RUM +70 PSF 3'-6' X 81-0' BOTTOM PIVOTS OP-9 / OP-13 DEE +70 / -80 PSF CONTT, GEAR HINGE 780-224 H➢ CONTINUOUS GEAR HINGES REIGN +70 / -80 PSF 3'-61 % 8'-0' THRESHOLD TH-43 BEE +]0 / -80 PSF 3'-6• % e'-0' _ CENT. GEAR HINGE CFP83SLI HDI CONTINWUS GEAR HINGES1 PEMKO 1 +70 / -70 PSF 4'-0' X 8-0' L 4 / Z 41 1 4. 5 mg HAKUWAKt schtUULt i--U - X. 8'—U-- OR 8'-0" X 8"-0" (Max.) PAIRS MSD-375 & WSD-500 DOORS HARDWARE TYPE HARDWARE MODEL AND DESCRIPTION MAN(FACTURER MAX. DESIGN PRESSURE MAX. DOOR SIZE NOTES 34OINT LOCK MS 1950 DEADLOCK ADAMS RITE +70 / -80 PSF 7'-0' X 84-0' ACTIVE DOOR FLUSH BOLTS FB-1201-VRM TOP S BOTTOM -STEEL TIPS OBE -70 / -80 PSF 7-0' X 8'-0' INACTIVE DOM 3-POINT LOCK MS 185US + 4D19 + 4016 DEADLOCK ADAMS RITE +70 / -70 PSF 8-0' X 8'-0' ACTIVE DOOR 2-POINT LOCK MS 2180 AUTO RELEASE FLUSH BOLT ADAMS RITE +70 / -70 PSF B' B' X 8'-0' INACTIVE ➢OM RIM PANIC ED4200S RIM PANIC CORBIN RUSSWIN +60 / -60 PSF 710' X 8'-01 REMOVABLE MULLION WS70SAKM REMOVABLE MULLIDN CORBIN RUSSWIN +60 / -60 PSF 7-0' X 8'-0' 70 BE USED WITH E➢42005 RIM DEVICE EXCLUSIVELY CONCEALED PANIC 1285 CONCEALED VERTICAL ROD PANIC JACKSON +70 / -80 PSF 7'-0' X 8'-0' CONCEALED PANIC 2086 CONCEALED VERTICAL ROD PANIC JACKSON +70 / -80 PSF 710' X 0 -0' CONCEALED PANIC 5770 CONCEALED VERTICAL ROD PANIC REGENT +70 / -80 PSF 7-0' X 8'-0' ONLY ALLOWED TO USED FOR MEDIUM STILES 0,(D 6 CONCEALED PANIC 9410 CONCEALED VERTICAL ROD PANIC SARGENT +70 / -60 PSF 7'-D' X 8'-0' OPTION FOR 8' X 8' ALLOWED UP TO +70 / -70 psf RIM PANIC A08500'RIM PANIC SARGENT +60 / -60 PSF 7'-3' X 8'-0' REMOVABLE MULLION HC L980 REMOVABLE MULLION CORBIN RUSSWIN +60 / -60 PSF 7'-0' X 8'-O' TO BE USED WITH A➢8500 RIM DEVICE EXCLUSIVELY SURFACE PANIC 9927 SURFACE PANIC VERTICAL ROD VON DUPRIN +70 / -80 PSF 7'-0' X 8'-0' CONCEALED PANIC 9947 CONCEALED PANIC VERTICAL ROD VON DUPRIN +70 / -80 PSF 77, X W, SURFACE CLOSER - MODEL VARIES BY MANUFACTURER VARIES N/A N/A CONCEALED CLOSER 21-211 HVY DUTY W/OFFSET SWUNG ARN JACKSON N/A N/A BUTT HINGES 4' X 4 1/2' 4001 BALL BEARING STAINLESS STEEL REGENT +70 / -80 PSF 7'-01 X 8'-0' (3) PER DOOR LEAF BUTT HINGES 4' X 4 1/2' BB1199 BALL BEARING STAINLESS STEEL HAGER +70 / -70 PSF 8' X 8' (4) PER DOOR LEAF BUTT HINGES 4' X 4 1/2' RCTA2314 BALL BEARING STAINLESS MC KINNEY +60 / -60 PSF 316' X 8'-0' (3) PER DOOR LEAF PULL HANDLES PH-20 FORMED ALUMINUM OBE N/A N/A PUSH BARS PB-21 FORMED ALUMINUM DBE N/A NIA CYLINDER CY-1 LOCK CYLINDER OBE N/A N/A KEY CONTROL 1% KEY CONTROL FOR SARGENT SARGENT N/A NIA THUMB TURN CY-3 OBE N/A MIA CYLIN➢ER CY-5 FOR VON ➢UPRIN DEVICES OBE N/A N/A LOCK INDICATOR AR-4089 OPTIONAL DEVICE ADAMS RITE N/A N/A PANIC STOP D-134-2 LOCATED AT THRESHOLD OBE N/A MIA THRESHOLD TH-57 COMPONENT OBE +70 / -60 PSF 7'-0' X 8-0' OPTION FOR 4' X 8' ALLOWED UP TO +70 / -70 psf DOOR BOTTOM SWEEP 0-11B / ➢120 OBE N/A N/A TOP PIVOTS OP-6 / OP-7 OBE +70 / -80 PSF 7'-0' X 8-0- INTERMEDIATE PIVOTS M-19 RIXON +70 / -00 PSF 7-0' X 8'-O' BOTTOM PIVOTS UP-9 / UP-10 OBE +70 / -80 PSF 7'-0' X 8'-0' CUNT. GEAR HINGE 78C-224 HD CONTINUOUS GEAR HINGES RPTON +70 / -80 PSF 7'-0' X BID - THRESHOLD TH-43 OBE +70 / -80 PSF 7'-0' X 8' 0' CONT. GEAR HINGE CFM83SLI HID CONTINUOUS GEAR HINGES 1 PENKO +70 / -70 PSF 81-0' X 8'-0' AEkT 2 a 1 .. PA/AA. /A.J.0 ULJIUIV rKr3a URL RHIIIVU IJ 7.0U. -.DU p5T. FVR IFILJL LAI1. ULVIL.LJ TO BE USED ONLY AT 3'-6"x8'-0" SINGLE OR 7'-0"x8'-0" PAIR OF DOORS SARGENT HC L980 3y. (4) 1/4"-20 X 5/8" REMOVABLE MULLION — F.H.M.S ON TAPPED .HOLES OR CORBIN RUSSWIN -�- KRM 200 FWS e REMOVABLE MULLION m FRONT VIEW , SIDE VIEW —& '---� BOTTOM VIEW OF TOP RETAINER, / GG-Sl72 HEPB / =FG-5172�AD (4) 1/4"-20 X 5/8. —i F.H.M.S ON TAPPED HOLES 0 0.250 o TOP I ;n E_i I RETAINER' n I I o I I ti� I I I II II I I m� SARGENT 8500 r I I I REMOVABLE MULLIONS HC—L98OHC NARROW RIM EXIT & KRM 200 FINS FBC APPROVED I g o 3>sq I I j MULLION L -L—r BODY I n o CORBIN RUSSWIN FD4200S I EXTERIOR BOTTOM RETAINER. NARROW EXIT I 12BY POIWRS TB ARMORAS1EfdR5 B!G " SIDE MEW FBC APPROVED W/ 1 1/Y MBEDUENT z 3J OR & 0 3MIN. w GLASS BITE GLASS TYPE 4 SCALE: 6" = 1" E' TYPICAL GLAZING DETAILS AT DOORS 0 F 1— 'iS GLASS BITE GLASS TYPE ®3 TYPICAL DOOR CUSS SIZE- DLO * SEE SHEET 1. GENEPAL NOTE 63, FOR NW. ASD PRESSURE RATING WREN SPECIRC HADWARE IS USED. NOMINAL CLASS CAee CCYPOSION AINNUrACYYUENflERLABEL NAME 9/I6' Nmm 1xICY m IANBUIEC Gu89'CttNMG EABTNAN G33 or 1MY1 1/C X4 C6199. COMPANY ♦JD, -JC A 0.076• SMEK C.D. SrCRN M COMPANY Cuss wiwurrn 38 6' 62 e6//14' •6I16' TiICN uu= CvCGQ EASTMAN `LS .1 .F 3/sO GuB k 3/16 N.A CHEMICAL COYPANT hJO. -JUSPACER LIµS QYCII O.OJS• C.P. S3116 61Z. INiEAIATEfl RERLA CIASS g a'I as 0E > J I I r. TYPICAL GLAZING DETAILS FOR TRANSOMS VALID ONLY FOR 39-639x86-V9 & ZJ-016x86-0" SINGLE/PAIR OF DOORS RESPECTIVELY I/ T P. REO'D. GLASS TYPE 0 SCALE: 6' = I" GLASS TYPE 1g SCALE: 6" = I' GLASS SCHEDULE FOR 3 -6 x8 -0" MAX. OR 7'-0"xS'-0" (MAX.1 DOORS TRANSOMS GLASS INIFACTU MAX ASO DESIGN PRESSUAE..MTNO Fyp. �� GLASS COYPOSRION WNU RER D.L.O. GIA95 (P,S.F) W/ 6iJ7 NAMEWWYUY S CONE 9/16' NOMINAL 1ICRN111 IAMMATED G61 GLASS CONSISTNG OFTWO f/A'.H.S. CIOAL +70, -00 GLASS, AND A 0.090" SAFLEx PYD COMPANY INTERLAYER SEE SCHEDULE ON SHEET 16 1 6/I6' NOMINAL THICKNESS EASTMAN G34 IN9U4TED UM@ATEO CLASS CHEMICAL. +70. -80 CONSISTNG OF MO 1/4' H.S.-O.D + COMPANY 1/2' AIR SPACE + 1/4' N.S. + 0.090' SAFLEX WB INTERLAYER + 0 i S O � u W R 0 J 42' MAX, kwzI uiLtlz.rjJ) DR 48' MAX. x Fi az• MAX H MAX, D.L.D. OR ae MAX, MAX, D.L.O, 1 12 12 TY q / C7 3\ a q / 13 3\ Q 12 a X 13 / 12 �\ x i / 4 0 0 /' 4 0 m aq aQ X / g /, Q L.H. SHOWN R.H. OPPOSITE FOOT NOTES: SINGLE PANEL © FOR GLAZING DETAILS AND GLASS SCHEDULE SEE SHEET 9. ®FOR MAXIMUM DAYLIGHT OPENING (D.L.O.) SEE SCHEDULE ON SHEET 9. * SEE GENERAL NOTES #2 & 3 ON SHEET 1 FOR LIMITATIONS ON MAX. A.S.D PRESSURE RATINGS, USABLE GLASS & HARDWARE DOUBLE PANEL DOOR'S TOP AND BOTTOM RAILS AND HORIZONTAL MID -RAIL DETAILS (SIDE VIEWS) II SCALE: 6° _. T' /oN SHEET ti/CN SHEET B * ALTERNATE 1 AI IFRNAIF 2 ALTERNATE 1 ALTERNATE 2 •• (A.DA COMPLIANT) 1 2 TOP RAIL BOTTOM RAIL * LAMINATED GLASS SHOWN. SEE GLAZING DETAIL FOR G1 INSULATED GLASS ON SHEET 9. * BOTTOM RAIL 11A ONLY ALLOWED AT 3'-6" WIDE DOOR'PANELS (SINGLE OR PAIR OF DOORS). ALTERNATE 1 ALTERNATE 3 XORRONTAL MID -RAIL t a2 lg `aa 'Ya SFE ON SHfMT 9 E ZT 9 DOOR'S HINGE/LOCKIMEETING STILES AND THRESHOLD CONNECTION DETAILS (PLAN VIEWS) SCALE: B" — V SIPVI (sm (Sf£ ** c s smE E OR SHEET 9 4 J0.NB m� m m m m o,. m m m• o m ©m m E%IERIOR to nwESH9:n eswv Y 5 MEERNC STILES k 7HRESHOLO CONNECTION CORNER BLOCK (4; ®O TOP NAIL QO B DOOR (3) ® 003 & ®& (2) ® O ATTACH THRU DOO STILE INTO 3/16. STEM BACK-UP PLATE CORNER DOOR MIL, ® ATTACII MRU DOOR SfIIE INTO 3/16, STEEL BACK-UP PLATE mnU NAL TYPICAL DOOR CORNER ASSEMBLY DETAILS (ISOMETRIC) DOOR STILE (MEDIUM OR WIDE) x 3/16' STEEL BACK-UP PLATE ® TRRU RAIL TYPICAL DOOR CORNER ASSEMBLY DETAIL (ISOMETRIC) ® TNRU RAIL. DOOR STILE (ONLY®,®& MECIUM SOLES 4 ALLOWED) DOOR STILE (LFcOMM OR W1D1 RR MDR IS ASSEIABLED, DOORS WILL BE WELDED ON THE OUTSIDE INTERSECTIDN BETWEEN THE RAIL AND STILE AT TOP AND BCT/TOM RAILS W/ 1/8' . 1/2' LONG ER 5356 FILLET WED STILE RENMRCEMENT SLEEVE (D-243-01, D-244-01 OR D-247-01) HEAD AND THRESHOLD ASSEMBLY E MAX. Al DESIGN PRESSURE RATING WfINSULATED GLASS IS +70, -70 psf. z: 2z MAX.ASl'H D DESIGN PRESSURE RATING WITH RIM PANIC HARDWARE IS+60,-60 1 141 IB 2 22A 22 21A 1B V.9 I NDOWWALLSYSTEM U OA 2 +7V P I I / Ensnxc srttUCNRE1l \\ I \ / I I 071-1 ME --��t E 2 S UR 9® �� C D`IucnmE I - aQ o / \ � I1 IIA la \ / BA 18 W MDOW m SYSTEM 41 ® — vrm,UCADLq O D 2 OFPPPLICABLE) UNDERSEPARRTEPPPRWV UNDERSEPARATEAPPROVAL 14 j<t/y�{� n EXMNG ( I Mg N! Z / Z MUCN1 / N L NNW -� NIIW � 8 I ¢ I b \ I — W'INUOWWPLLSY9 _—yam, WINDOWWAILSYSIQ.1 UFAPPLICASLE) + — 9 (SPPPLICASLE) UNDER SEPARAIEAPPROVAL 9 9 9& UNDER SEPARATEAPPROVAL 10 IOA i 8 Ic BMW EYlSi1Nt SEMSNI �¢ o tl % / oaw>fv o MII DOOR. .BR Ai1M,UON F41Q! E zc ¢ \ ¢ 2 o II I1911& \\ i g II 11A — HH SHDAH --- —.! LR ODI'09S IF FOOT NOTES fW TIPESN]1D EA$IWJIS OYN1111Y. ©96 wwMIN NOR Im4M. LOA k EY NU]ANN' NOR W.M. (0.0.). Q96 f/]' WWYJu OWR YNB tro6 µD ]pEt66E"e SXEflS IR R] k YA SEE ]PIEWI£ ON Sr.EOfl ® W%. IPONiOu xEICNf k wp1N 6M1EH NYt11OH ElSdxf.E 10 FNO OE p000. NOR iNYE HEIGHT k W:DLH) 130 1/4'=_ Ww,, J WULLpN ^ AA 1/1' Y1Y. DOOR LYB YUWON e ptll JAM0 4 N.D fISFl1FA5 01V . IYp. µO .. 6EE A 96' YAX . NO, ... (D.O.) k m SPµ [OR DO00. w/ iRMSou GR 1M• W%. OWR .WAB YUUpN 'EM FRAMING S aS ma 1 -Yp". 1S�u 1Oy Ni zl6©}- WINDOWWALLSYSTEM — j Cu` 'L� 0i 2 �' UNDER(SEPA TEAPPROVAL i h ALWJW9 y I 1 UI.a. / e / 03g� I � U Egg I _I u J g6P#$g WINDOWWALLSYSTEM _ Fi QFA UCABLE) 9A 9tl UNDERSEPAA MT PROVAL j. 0A Hm Pi IB I ✓�IrInIII p / 12 r y •: , 4* 1 I LH. OPP091C & HEIGHT DOOR WIDTH (IN) DOOR HEIGHT (IN) TRANSOM WIDTH(IN) TRANSOM HEIGHT (IN) SINGLE DOUBLE SINGLE DOUBLE 30" 60" 84" 30" 60" 36" 30" 60" 96" 30" 60" 24" 36" 72" 84" 36" 72" 36" 36" 72" 96" 36" 72" 24" 42" 84" 84" 42" 84" 30" 42" 84" 96" 42" 84" 24" TRANSOM L WIDTH Sy== ZZZZm ©OR® -tom n_II DOOR F— WIDTH —I SINGLE DOOR F-- TRANSOM WIDTH iF O = QQK20 �OR® .- ,� r DOOR WIDTH DOUBLE DOOR it o ? ;;oppW g ax Bea x i 33�W< W� NN u z � Nu TRANSOM BAR( VALID ONLY FOR: REOR HIM G; I �MIGNO 3-5000, FG-51 00 AND FG-5100T * IRS AT FG-500, FG-51 00 & FG-51 OF SI 22) I 0 Fwc DOM =U= ��M.7�23) 1NI klM MN FA 16LL FD. 91m 13) (w VFFf 73) a GN DER 24) Ell G (1) m (2) f, vmo (M SREET 24) > V 1 ,ric i1.farj WENEES iD. 9A HEAOEfl w ED. —(4E 9 U 23) WN m ar o ES G (SEESH (24EET ) 21* i' 1 GN 5 � �iy m aq� r `. a. �4 (t)'0 (2) r. wm aua s,mmra ODYpE( 3 V =� m tq (ss MT 24) W O 3��g JS ^Ek333g�F I EES (SEE sEE 4�EEt 0 3e �.a OOSCN0 11/4• DEPTH JOINT W/ ' 1/8' MIN. DEPTH Al MIDYADDI OF JOINT W/ SEAfRNT 38 3/16' MIN. & 1/4` MAX WDE JOINT W/ SFAIANT JAMB TO WP1E � 1/4• DEPTH JOIN' W'/ Q �' — Tai aE'dRiBm` 1/8• MIN. DEPTH AT MID'AIDT7 OF JOIN' VI/ SMMTO �BURr•xwic (�B NaH 03/16• MIN. & 1/4' W.—. WIDE JOINT W/ SEUI NT Es x In• 11 JPMB TO WALL O DOOR —IMMG (1) OR (x) FASTCNEFS 21 MD Im 51PUCIIWE I (M B 20 (" SHEEE 2J4 n 1/4• DEPTH JqM YI/ '1/8• MIN. DEPTH AT 0 3/1fi' MIN. & I/4' MAX W1 SEAIANf MlgOF JOIN' WIDE JOINT W/ SEALANT 38 N'O ' ON JAMB TO WAO TRAN6OMLL JAMB TO WALL sumF. UDx• aTAuv¢ oMDrscxs vwxN Mrt'rmuE raB BJR NMCEs RE Uff 5 W G ICE A W➢N2 5/IC NMM4 AT 1Ybi GROUT FlLLED BLOCK (M OTHERS) �t .c L 1/4• DEPTH JDINT W/ 1/8. MIN. DEPTH AT M'WDTH OF JOINT YI/ SFNANT O 03/I6' MIN. & 1/4* W.- WIDE JOINT W/ SE&Qa C 13 J,NMB TO WALL 0 OM N� o fs� a a c $Y E b 3gy g d ei l' IW O a W :6 iEeyyyy�y9 i Aq�i�� ie g48�g. � U °a3�igeg 0 -?6[ll 93 pLL 2 DRI HOI FORIN•SOS 59 FASTENER I'FROM FACH ENDOFO -- - 2Y `-' M UIONTOAMCHST NTS NTS INId.9101D F/SIDERS d OOOR J41R ( IB \, YDDYYi (4F 96I15 ?2, 2]d2Q• ( _— ---- ---- ---- S \ / ` FASTENER$ AT 1NNDON / WN190E (SEE SNEETS 22. 23 & 24) R• DOOR aRwwc 2 t/Y i D.10. '• FASTENERS FOR FO-5012 0D ANO _ AL50 FOR Fc-51005100 & FC-5100T AMS MUWON ®DOOR W FG-5000 `\ 12 12 DOOR JAMB MUWON ®DOOR W FG-5100 DOOR 0AM0 MU DN 9 DOOR W iG-510DT ,n. F. - Y�Ii• 4 N � HEADER (aTRANSOM CONNECTION DETAILS AT FG 5000 SYSTEM TO EXISTING STRUCTURE (VALID ONLY FOR 3'-8'x8'-0' OR TA'x8'-0' DOORS) -zo READER O TR4ISOM zoA HEADER O iPAN50M D DOOR & DOOR JAMB MULLION ANCHORAGE TO CONCRETE (MIN i'c=3KsV & GROUT FILLED CONCRETE BLOCK z"• (VALID FOR 3'-6"xB'-0" & 7'—O"x8'—O". DOORS) (n FA W,aMID11T lIP � II "• Al UP 'uun II E II II u o I ``\ u mp�s II FOPFGGIq,i651W %'' fOq F6`VW, FG.51W 6iGSIW! II \fGd1Wt I E F�f']1WT w°,1i40I sE FG-=ffMA II ' II `\ arexfi wA II £^Wu1E AETRD+u II \`` 4PAwTE AwRwu II FASTENERS TYPES AT (VAUD FOR CONCRETE & CROUTED BLOCIQ 44B Oua I9nals SlE MY I niM �F7Fy (.NVs my II B - 3/8'0 ROWER FASTENERS TAPPER 1�----� O L'4----y ANCHOR W/ 1 3/4' Min. EMBEDMENT. W/ V MIN. EDGE DISTANCE. BEYOND ANY FINISH MATERIAL J C- 3/8'0 LTD TW/RED HEAD SCREVI ANCHOR W/ 1 1/2' Min. EMBEDMENT. W/ 3' MIN. EDGE DISTANCE, BEYOND ANY FINISH MATERIAL FASTENERS TYPF AT.`I'. (VAEID FOR CONCRETE & GROUTED BLW40 F - 1/S'0 F.H. 0,00 ULTRACON ANCHOR W/ 1 3/4' Min. EMBEDMENT, W/ 2 1/2' MIN. EDGE DSTANCE, BEYOND ANY FINISH MATERIAL FASTENERS TYPE AT O (VAUD FOR CONCRETE) A - 3/8'0 F.H. POWERS FASTENERS TAPPER SCREW ANCHOR W/ 2' MIN. EMBEDMENT M POURED CONCRETE MIN. FCC - 3 I 1). W/ 4 1/2' MIN. E DISTANCE. BEYOND ANY MnSH MATERIA- C - 3/8'0 LTD 11W/RED HEAD scR ANCHOR W/ 2' Alin. EMBEDMFM, W/ 4' MIN. EDGE DISTANCE. BEYOND ANY KNISH MWERV1.. FASTENERS TYPE AT ❑ (VAUD FOR CONCRETE) Z DOOR & DOOR JAMB MULLION ANCHORAGE TO MIN 1/8" THICK ASTM A 36 STEEL OR 12 GAGE ASTM 653 GRADE 33 STEEL (VALID FOR 3'-6"x6'—O" & 7'—O"xB'—O" DOORS) 2C 24- r""A'Y '�'AQ)FA 4E6 WlIm II➢/Hlll0.' •Y fA(�FA 9i 6YRIlU'RP/dxPJl I '5 II vvorz.wmuuuw II ,"ff�""I Ir 1.1m II i rs roar"vnus m.�wlm II roaRO'rr, FASTENERS LEGEND 3 � To-51WT �vm II xe rFvuq 1p5lm II ♦ :AT.wneaHEADEn ELL I `` j G fG-Stm! w A �A�ff ovPfOYA II 4➢AVA�E1�iAitllAl II '�'. : ATTIRESHWBB HEiID(CASE 1) ATTWtESHOM(OID(CJSE7) I FASTENERS TYPES AT D- 3/810 H.H. T E -r Hou I FASTENERS TYPE AT * G-1/4'8-20 ELCO DRILL R.Ex GEIv DRILLING SCREWS W/ 1/2- MIN, EDGE DISTANCE, BEYOND ANT 9NISH MATERIAL. HILLY ENGAGED INTO m DOOR & DOOR JAMB MUWON ANCHORAGE TO WOOD (VALID FOR 3'-6"xB'-O" & 7'-0"x8'-O" DOORS) NeL `:.�.� '1G1TJ I� .(NG $B-YLAi ID%IVIIDI ?�!O.If ... •(�u �6H04. RPnllol mc1.Lm � r I I6 Rwe0iml6 "� II 19�PaPi CfiMTlll9 "' II / % I FOP�V4 a64FDtw.FFttol I MIIiWN aFGeIOdW iC-1101 II r SfE iF:MR iF1100 11 • SD: RJ.00D FII (0 rya• \ / � I YR.9MDIA $FPNUR A�RM'PL II \ triF51D]!M A 4PNUR FRAOY4 II I II TWICALELEVATIMS FORDOORMUACENTTO FG-N&F451MAIAININUMWINWWWALLSYSIEMFRAWNG C a FASTENERSLEGEND :AT JAMB, HEADERANDAT DOORJNJBMutuon (fOP/BOTTOM) :ATTHRESHOLD.JAMBB HEAD(G E1), Um 9N01Eh BUCK ATTHRESMM(f 2), INTODOUSLE S CK FASTENERS TYPE FASTENERSTYPE AT A AT E-5115'IMLAOSCRE MDOUBLEU 141/4'O ELCOULTMCONSW/11/J'Mn. GUM (00.55) Wl 3- MN. PENETRATION PF1)ETMTION INJO SINGLE h BUCK INIOVJOOOWl 11?MINB W3-I .FENETMTKINMO OISTMCE.REONDANYFINISH MUB aBUM WVNN.EDGE M WFUPJ. OR5U6TBELCOULT NS DISTANCE,BETONOA M6H WITMPLPENETMTIONINTODOUME AMTERWL MUM (G=0.55)W 11W NIKF E DISTANCE. BEONDA KNISH M MRML N 0 1 I /r 1 � ' I � \ I \, Q z al I •� , A L6TM¢FMNE17— 'iR)mmllRam muss CASE2 xME oiH TVPICALELEVATJONS FOR DOOR ADJACT:MTO EIG WGMUC W/ASDDESIGNPRESSURE MTMOOREATERTH 70-70mCUPT0-70.-Wmf r W G 9 9A 9B QWINDOW (IF A l0 IOA IOB C UNDER SEPA ^_e- ='=Rsw^Ct>^Csrn'bC9 �alnNo� SB CTURE / € F11T/ PEAT C DER AT MILRi / Y / e It 11A I1B \/ �L Q� TYPICAL EXTERIOR ELEVATIONS FOR MSD-375 & WSD-500 IMPACT DOOR (WET GLAZED) 4'-0"x8'-0" (SINGLE) & 8'-0"x8'-0"(PAIR OF DOORS) CONNECTED TO EXISTING STRUCTURE OR FG-5000, FG-5100 OR FG-5100T ALUMINUM WINDOW WALL SYSTEM FRAMING MAX. ASD PRESSURE RATING W/ LAMINATED & INSULATED GLASS IS +70, -70 psf WALL SYSTEM` -- WINDOW WALL SYSTEM 1 WINDOW WALL SYSTEM PPLICABLE) (IF APPLICABLE) 9 BA 96 (IF APPLICABLE) RATE APPROVAL 9 98� UNDER SEPARATE APPROVAL UNDER SEPARATE APPROVAL 10 10A 10B 10 10A 106 a OGMNO , FxISDN� STRUCIU4, )` a STRUCNRE\ / 7 e - j Rau summon+r umlum / AT 9DIRM H=N I 11 IIA 118 \ 12 Il 1 A 116 1 i 2 FOOT NOTES: QA 101- NAY. ODOR FRAME YAOM. A5]' W DOOR FPANE M0 . ® 96' MAYIMUM DOOR HEICHI (C.O.) & 95' M IMUM DOOR MDTH (O.O.). ® FOR THRESHOLD FASTENERS QUAN . A 96' MGIMUM DOOR HEP.NT. (0.0 & TYPES MO SPECS SEE SHEETS 26. 46' .,MUM DOOR MOTH. (DO.). eFOR d B & MEAD FASTENERS 96' MANIMUTA 000.R JA46 MUWON SPAN DuAm Y. TPES AND SPECS SEE k' 96' "MIMUM DOOR RUMF HflCM. SHEET 26. 0 P41E UOPPOSTE {r G TM3IVW HaNa J 0NOJ3B'30NVIw Min -an Z/1 NOr nm d0 301S a3HJfl I /M (SSO-0) Nor nonm OJN NOWVJIL3N3d 'NIW ,S 1V NOmWW BYItlI' 8000 /M'SNOW in 00'13 0,91/S a0 'IVIa31VA Hstnu ANr ONOL30 3O MIS A WH ltl '30W410 3003 'MA .Z/L l /M 000M OJNI 4011t0.3N3d ,C /M (SPO-0) N0o9 n 319000 Ol vams OVI 09l/s V - Mn HSINO ANr ONOA39 '33WV 3003 a000 30 'NIW /M W4YHL3N3d 'WIN l /M N'J110 n 3191,i6 S9nr A MIS'-OLOH 1V ,t ,Z/t m N00NL1n 009 0.1/t a0 SAWS a00M'Nd 1l/ T NP1V001 :SCHOW MIAM3N C :•:•1:i:1 p' C3'Y R+E71 NomR 30 30!s H3HH3 SS3NNJIHI 31JOHd O1N lV N.Q. 9WVT NOOO OM"n AMU 'NIA 39 Ol 1109 'M vw HSINU ANr 0140A39 JO mis A OV3H 1V nwN * 39M 'NIA -1/C /M 1109 9, 3 'H'H 0.9/C♦ 1003 dW$$3f1N01H1 3lu9ad 0JN manor xmnJ 'Nn 3e of SB!lr i Ills ' M3H 1V SMTI05-lYIH3lrll 16Wt3 xr•/ ONWOM MWJSIO 3Om 'NN ,Z/1 /M BMZHOS of Rvxa sns Kilt Mgw 0913 'e'd m-0,1/I t xn ra eels '1L- self r 'IC •i 9 MIS a000 3003 'NIW 9 %M am ZN 0,30'NNIF M60N00 AV NOT111A 9Hrr a000 038WOd WWI JN311m9113 'NIW .1/f 1 /M aOHONV d0 MGM M3H LV M3aOS a &l S N3 J Sa3MOd'H'd 0.9/C[3 IV NOm11N B!'Nf HS1w ANY mms '3 Wmo Min 'NH ,e /M 'J ,neN3 1, isa (AQH ltl v'J'I .Z /N H0113 M ns M3N my/AW 011 0.9/CQ Z)31VA MIS MW MOONMS HSMI3 W WMG 13W]SIO 30M 'NM ,Z/1 1 /A'(ISN IV NOmnW 9CNr N000 C - 3.A 'NAY) MIJON00 03UnOd 00I J 11038W3 WIN ,Z JO MIS a MR IV /M aOWW Q?KS 83d"1 Sa3N3JSVJ S83MOd 'H'd 0.9/C 0 a000 30 1Aa3W k4 ANV mnr a 11LS ' O 14 1V ONOA19 '3'JWMM 3003 'Nrl ,Z/1 Z/M W9103BM vA .1/C I /M 11011 W NOO M 0013 'H'J 0,1/1 4 NOLLYYr1WHOM' 03BIn03a 0 WJOl9 MHON00 CIrnU 03)JIONO OB-J W -HNJ OL 3OMHONY II3LrMda `\ v wJmwaa � �• ,B@HMJIYfHd6 rwfmscla I \\ � B II w6NtlPfV3E �� II wIC01U%9N3L i a � I II1W19-�f a II Joo1By, a I cols-m 'wosod / � . � aols�d •Ooos-9d \ / � T'AOtltlM / NAOtldT/ \ / IItl0f W!s_ WWI I / m I uoA ww \ I / I000br�11MMlJ 3�6 Y3 (9)v J rI----L'�— Ip!Jpgrdll NUN1193E tl (9)v i r a J J� JII I III I�I a' IiiL5013•JVHOHJNV a000Jus'mlpim w0la a .rJ-i a �aoq� a II wwti 9m a �a II mn� j I 1001S-9f a - / II a Ey 00{ SW !Jd 51 / L X WOOL�rMlfy'IY1yo9 Shc A1Wd II W Mn 8,4W Bxa� II wmna emr Noon `\ i _ 5 r000Brd]t wO1119303 V3 (nr JJJi �L IY IOHOBrdll NNHTfl 306 Y3 (Z)ry i.A� ii�l~� J NJO10313NJNOJ 313NJNOJ313HJVOJ �---y�� j 'ma+l_, !�•a 0139V80HJNtl H000 —1 '.Ia ��•�ry�Olw.a.1 —; .R031696 R) \\ alpMGSN II \ r II 1rwN3WnAN vw=a a1 muiy� IIIIII Ila m-z,5oe�M III a Iw15Oa OIS�1Ly; f S�1, "CU WAM art'n •M d � / II wrrvol'an rt d � ♦ I / / ♦ / t m1Awminavw0�.vi.i L_il_ SNOOQ .0-.8K.0-.8 NOA Ca7V S31VIUSU[IS QOOIH ONV"1931S'X3O7H 3MONOJ RL9HDXOD 0130V1101IONV 11000