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HomeMy WebLinkAboutSET UP - INSTALLATIONINSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF i1I21NCH (LF, WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE U4 INCH. SHIM WHERE SPACE OF 11161NCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER Trinity Glass International OPAQUE FIBERGLASS DOOR IMPACT OUTSWING GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • TAB 201-94 • TAS202-94 • TAB 203-94 5. THROUGH FRAME: FOR INSTALLATION INTO 2X WOOD FRAMING USE ASTM E28MH MINIMUM#10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE I . ASTM E330-02 In' MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. MINIMUM EDGE . ASTM E331-00 DISTANCE OF 314• SHALL BE MAINTAINED. . AAMA 130402 6. THROUGH FRAME: FOR INSTALLATION INTO CONCRETEMASONRY. 2. ADEQUACY OF THE EXISTING STRUCTURAL USE 114•nWTAPCONS OR 1W ELM ULTRACONS OR XIVTIY CONCRETEIMASONRY AND 2X FRAMING AS A MAIN WIND TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 111V MINIMUM FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND EMBEDMENT INTO CONCRETHMASONRY. TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER. AND SIDING. 3. 1X AND a BUCKS (MEN USED) SHALL BE DESIGNED AND e. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, 00 NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WRH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 11. INSTALLATION ANCHOR CAPACHTES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE- MINIMUM 3000 PSI COMPRESSIVE STRENGTH C. HOLLOWIGROUT FILLED CMU- STRENGTH CONFORMANCE TO ASTM C90, MIN. P. = 2000 PSI. ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. 5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT. 6. FRAME & MULLION MATERIAL: PVC OR WOOD T. CLADDING MATERIAL: FIBERGLASS SCANNED BY St. Lucie County TABLE OF CONTENTS SHEET# I DESCRIPTION 1 General notes 2 Typical elevations, design pressures 3 Typical elevations, design pressures 4 Typical elevations, design pressures 5 Typical elevations, design pressures 6 Door panel construction details 7 Sidelite panel construction details 8 Glazing details 9 Vertical cross sections 10 Vertical cross sections 11 Horizontal cross sections 12 Horizontal cross sections 13 Horizontal cross sections 14 Vertical & Horizontal cross sections 15 Horizontal cross sections 16 Buck & Frame anchoring 17 Buck anchoring 18 Frame anchoring 19 Frame anchoring 20 Frame anchoring 21 Buck anchoring 22 Frame anchoring 23 Frame anchoring 24 Buck anchoring 25 Frame anchoring 26 Components 27 Com onents 28 Components 29 Bill of materials Digitallysigned by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2016.08.2614A2:19-04'00' \YwmouSSINT@NnnaunL uOI9 TW.1Y5 FELEP.IL WIY. W.199W1 PX.It5118]5-71. O� ^ o s U 1 p n a O iV m� CI J O k a < I u mu,. Q W tl < Z<m O m w < J a F a RJm u V) Z 0 H0 1^^ V/ C W � �w a I* U,34 'y ``'A � � T 11 L •� a oO 0 m zW 3J tll Z =2 J V) u , U � FL-20867..2 iHEET: 1 OF 27 N n T W V O o m T 3 c y 3 �c O o Z ti L Ino mm 0 + Ol + V o y y 0 o mv z 4mi m z o N n m 0 0 m y DATE: �,`�e! F 07.14.16 § :Pp LS BY 7;- =t. HFN J 5CALI jV NTS 80.50" MAX. 0,14 Ill. U • KC V lJ1VIVJ IMPACT OUTSWING TYPICAL ELEVATION AND A 7 DESCRIPTION BY DATE DESIGN PRESSURE _ T PREPARED BY: PR LPJ BUILDING DROPS, INC. 3981. ::A BEACH BLVD. #338 Y BEACH, FL 31004 ws-� : <9 B g W F ° FRAME WIDTH 1 2 3 1 2 4 9 9 4 1 1 x C7 W x O 2 O 1 —17 O 12 1 3 13 IOU N O 3 3 9 1 CONTINUOUS HEADER AND S 112.00- MAX. OA. FRAME WIDTH CONTINUOUS HEADER AND SILL CONFIGURATION MAX. FRAME DIMENSION ,IAMB & MULLION TYPE DESIGN PRESSURE (PSF) POSITIVE NEGATIVE OXIXO 74.75" X 80.50" WOOD +60.0 -70.0 PVC +55.0 -55.0 OXO 112.00" X 80.50" PVC +55.0 -55.0 RIHin UAu SUI AnO AL ]]6915L WAY5 iFOFPAL WAY, WA 9&ql ve. �zmlen>wP R G In <W " ci mkv t I z0 ON Ho$ A = uNJ G m JO MQm i U ❑ C Q iJi 7 0 4k... W m Z J N a� _= uz o U � DWG#: FL-20867.2 5HEET: 3 OF 29 75.50" MAX. O.A. FRAME WIDTH 37.50" MAX. 37.25" MAX. FRAME WIDTH FRAME WIDTH .75" MULLION miliplamolwel LLI FRAME WIDTH 37.50" MAX. 37.25" MAX. --FRAME WIDTH -FRAME WIDTH -.75" MULLION 1 2 3 1 2 4 S � 2 o 4 0 4 x o 2 0 m Al mw MAX. CONFIGURATION FRAME JAMB & MULLION TYPE DESIGN PRESSURE (PSF) DIMENSION POSITIVE NEGATIVE WOOD +60.0 -70.0 OXIXO 75.50" X 80.50" PVC +55.0 -55.0 OXO 113.50" X 80.50" WOOD +55.0 -55.0 PVC +55.0 -55.0 iYMIIY33651ST EW.1RON"L )J6515T, �A ff PK (1 WnY16.73w J ON=lfl]I BJO�t)CO O O O NZ aW Ztt0 n_ wm FnJ vim QW 0� C ILO Og< WZ T �mw m clm- E W F G w a '_0867.2 4 OF 29 �.: A vvm rr=l�l I_I .Ili r=l IN CONFIGURATION MAX. FRAME DIMENSION DESIGN PRESSURE (PSF) ALUMINUMASTRAGAL DESIGN PRESSURE (PS1) PVCASTRAGAL pOSITIVE NEGATIVE POSITIVE NEGATIVE XX 74.00" X 80.50" +55.0 -55.0 +47.0 -47.0 OXXO 150.00" X 80.501I +55.0 -55.0 +47.0 -47.0 INT E A NATION 1PIMN 6'As5 N]FIlW..4 ]35515TWAY5 FEOEPAL..9. iN: 139]I B]9-]3m o m m 0 � 2 Nm ii �tv S QW Q� Z? pp Mom x I a M7M 7 tt V -k a33 !0067.2 5 OF 29 1.56Tm " 1.22" .10" LVL STILE FIBERGLASS SKIN —1.58 FOAM CORE 35.75" PANEL WIDTH bLL UL IAIL Z EXTERIOR / 'VC STILE CAP LVL STILE J HORIZONTAL CROSS SECTION 6 ® I ® 1 6 SEE DETAIL 1 c 0- n 11 OPAQUE DOOR FIBERGLASS SKIN: 0.079" THICK MIN. FOAM CORE: POLYURETHANE 4.14" 2.38" Fl!i- 16.75' 5.50' LVL LOCK BLOCK 'ti ' DETAIL 1 z b Y FIBERGLASS YARN o = REINFORCEMENT FIBERGLASS SKIN DETAIL 2 1 EXTERIOR RAIL INTERIOR CORE OM RAIL /1 VERTICAL CROSS SECTION 6 LOCKSET HARDWARE MANUFACTURER MODEL KWIKSET LOCK & DEADBOLT COMBO SIGNATURE SERIES 991 LOCK & DEADSOLT COMBO KWIKSET SIGNATURE SERIES 980 LOCK: F-SERIES SCHLAGE DEADBOLT: 860 SERIES vw.lx�ilen�wo *. ua, �!llll II". V m N m Z J h e~ AK 3 =x Nz 01, u DWG#: FL-20867.2 SHEET: 6 OF 29 FIBERGLASS SKIN GI GP G3 G4 — .7g" SEE 8 ,78^ -- FOAM CORE INTERIOR 7-1 L5 :(r31 E f Lf 1. �ti e LVL STILE EXTERIOR LVL: SEE DETAIL 1 G) HORIZONTAL CROSS SECTION '-on3 FIBERGLASS YARN o REINFORCEMENT 0 Lv FIBERGLASS SKIN DETAIL 1 SIDELITE PANEL FIBERGLASS SKIN: 0.079" THICK MIN. FOAM CORE: POLYURETHANE EXTERIOR R"ll"aL t]Is- LVL BOTTOM RAIL aDTRINITY GLASS INTERNATfONAL 141N[lY5 MIEONARONAL ]36915T 310 WAYS VL TOP RAIL T[o[eet wev. wA 9ew3 0 00 j 0 m m 1 Q o F m FIBERGLASS SKIN � vi LL w2 � ao a O� 7i� wF � wu p',� cf Nam E H O N] N O w �[w1L a m ERIOR U) z Z H V Lul p VERTICAL CROSS SECTION 7 z ,p TA!]I IPA' N °] mZ JN 0 0 3 j u S u Z Q N DWG#: FL-20867.2 SHEET: 7 �F 2" STRUCTURAL SILICONE AS (SEE NOTE 1) ALUMINUM/BUTYL #8 X 1-1/8" SELF SPACER SYSTEM THREADING SCREW 1/8" ANNEALED GLASS 0.090" PVB INTERLAYER ?':%• DUPONT BUTACITE OR ABP INTERLAYER 1.72" 1/8"ANNEALED GLASS i AIRSPACE 1/8" TEMPERED GLASS 1" O.A. THK GLASS — —1l2" GLASS BITE STRUCTURAL SILICONE --!' (SEE NOTE 1) GLAZING DETAIL STRUCTURAL SILICONE AS (SEE NOTE 1) ALUMINUM SPACER #8 X 1-1/8" SELF THREADING SCREW 1/8" ANNEALED GLASS 0.090" PVB INTERLAYER DUPONT BUTACITE OR ABP INTERLAYER 1.72' 1/8"ANNEALED GLASS AIR SPACE I 118" TEMPERED GLASS 1" O.A. THK GLASS — —112" GLASS BITE STRUCTURAL SILICONE J' (SEE NOTE 1) G2 GLAZING DETAIL STRUCTURAL SILICONE STRUCTURAL SILICONE B8 (SEE NOTE 1) B8 (SEE NOTE 1) #8 X 1-1/8" SELF ALUMINUM/BUTYL #8 X 1-1/8" SELF ALUMINUM SPACER THREADING SCREW SPACER SYSTEM THREADING SCREW 1/8" ANNEALED GLASS 118" ANNEALED GLASS 0.090" PVB INTERLAYER 0.090" PVB INTERLAYER DUPONT BUTACITE OR ABP INTERLAYER DUPONT BUTACITE OR ABP INTERLAYER 1.72' 18" ANNEALED GLASS 1.72" 118" ANNEALED GLASS AIRSPACE AIR SPACE 1/8" TEMPERED GLASS 1/8" TEMPERED GLASS 1" O.A. THK GLASS 1" O.A. THK GLASS STRUCTURAL SILICONE .50" GLASS BITE STRUCTURAL SILICONE —.50" GLASS BITE (SEE NOTE 1) (SEE NOTE 1) /� GLAZING DETAIL � GLAZING DETAIL NOTE: FLUSH GLAZED FRAME 1. STRUCTURAL SILICONE OPTIONS: SILICONE BY CAPSTONE OR DOW 995 STRUCTURAL SILICONE ABS OR PC/ASA 2 B8 MAHOGANY LITE FRAME ABS OR PCIASA D_TRINITY GLAS INTE Nm nT-iDNn ruuisv cuss cNrtxN. nova .ue5lsre FE I..M "Y.W/.9 . LX. R5118)5-)l om � m U Q NIm wv3i v� m Z. g. a a w o a 0 i M � b3� m m z N 3: _= uz O p V )WG #: FL-20867.2 5HEET: 8 OF 29 q) VERTICAL CROSS SECTION 9 SHOWN W12X WOOD BUCK INTERIOR EXTERIOR p . (I VERTICAL CROSS SECTION EMB (TYP.) IN I tKIUK �1 VERTICAL CROSS SECTION 9 SHOWN W11X WOOD BUCK INTER TP[MN61A55SNIECVIRWIL 336>ISTAS F. WA AT(293)87}))M G y m m O �Z Z Z# w wj 0 N ttvLL x o a U K I -I ~ x C a Nm € a *• 215�, Jxz Tx 2 aV Z (SEE NOTE 1) EXTERIOR a 4. � INTERIOR VERTICAL CROSS SECTION EXTERIOR a INTERIOR (SEE NOTE 1) (I VERTICAL CROSS SECTION 1-U4"MIN. /1 EMB(TYPJ .A EMB (TYP.) a e 4 1-114"MIN. ), v EMB (TYR) (SEE NOTE 1) 92 EXTERIOR INTERIOR VERTICAL CROSS SECTION SHOWN W1 X WOOD BUCK NOTE: 1. SCREWS THRU HEAD JAMB AND SILL. EACH SCREWS LOCATED V3 DISTANCE OF SIDELITE PANEL WIDTH FROM EACH ENDS. iFWIlY GLOMM.9 RONAL 311515T VIM fEME LWAV, WA 9M m; QW)97573M O O a N Z m 5 O u i< No$ W �o o Q coax ZWV 7¢ U T W¢m aE J Q N N _ v tt Fi q > g�m a r h 0 LL * a3S u~ m m IZL J F 0 >WG#: FL-20867.2 iHEET:10 OF 2g C 1_11A" BBIAI j1 HORIZONTAL CROSS SECTION INTERIOR =XTERIOR 1-1/4" MIN EMB. (TYP) ° C 1 2 3 5 ° I - INTERIOR N T'21 F A E 6 EXTERIOR HORIZONTAL CROSS SECTION 1 SHOWN W/ 1X WOOD BUCK INTERIOR 1-1/4" MIN EMB. (TYP)1` p .s In 8 ' D e (SEE NOTE 1)� " EXTERIOR B [� HORIZONTAL CROSS SECTION V 1/ QwnwKl mn 9v Wnnn GI Iry INTERIOR (SEE NOTE 1) O "" e EXTERIOR q HORIZONTAL CROSS SECTION SHOWN W/ 1X WOOD BUCK NOTE: 1. SIDELITE SCREWS LOCATED 6" FROM EACH END OF SIDE JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. 1-1/4" MIN EMB. (TYP) aDTRINITY GLASS N-ER.ATI.N.L RSNIlYHn55 Mif0..WRONnI ]]6515i N'.1Y5 FECEPnL WnY, vin9WJ) i H u 0 * aa, 3 m ?'. m Z N pn 3 _= uZ p p U y DWG #: FL-20867.2 SHEET: 11 OF 29 (SEE NOI EXTERIOR HORIZONTAL CROSS SECTION (SEE NOTE KITCDIno eHORIZONTAL CROSS SECTION NOTE 1) 4) HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION NOTE: 1. SIDELITE SCREWS LOCATED 6" FROM EACH END OF SIDE JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. TRIN ITY . �ry rrervtr W 3361 RIIIIrAFN�RON.4 )96515L WAYS fDEWL 9Wp3 PN: Q531 P1}r]gl O OQ m Z y S� JO Z,:8 N F F wNJ ow d m LL O� C LL� N'^ w�0 Owtli m< W 6 N 6 /mom r a 0 V) z H o V) C H H W CL W 0 LL ) umZ i° �m OD 3J V= yUjZ 12 OF (SEE NOTE INTERIOR 5 INTERIOR (SEE NOTE 1) (SEE NOTE u EXTERIOR HORIZONTAL CROSS SECTION 3 EXTERIOR 7 g EXTERIOR HORIZONTAL CROSS SECTION 1 INTERIOR NOTE 1) HORIZONTAL CROSS SECTION tX I ttluH 9) HORIZONTAL CROSS SECTION NOTE: 1. SIDELITE SCREWS LOCATED 6" FROM EACH END OF SIDE JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. TRINITY GL INTO: ?{(J TTIO 1¢[NIryGL�dS ldllf¢N.1RCN/.L 31691.T15 FEEE4ILW V. 3 iN Ii5l1Bni9.13AO.).iW o° o M v44 y U6P 'z ao g zr .Do ISO NN OULL awe LD tt a e 0 0 * aa; Jlu IUZ 20867.2 13OF29 1-1/4" MIN EMB (TYP) SHEET ROCK :�� FURRING 5 INTERIOR w w F ❑ Z z F p 4 EXTERIOR K E 6 HORIZONTAL CROSS SECTION Direct to masonry (5-1 A" min jamb) 1" MIN EDGE K DISTANCE SHEET ROCK FURRING z 5 EXTERIOR INTERIOR VERTICAL CROSS SECTION Direct to masonry (5-1/4" min jamb) (SEE NOTE 2)U INTERIOR EXTERIOR 1-1/4" MIN EMB (TYP) SHEET ROCK �FURRING 21 HORIZONTAL CROSS SECTION \lw Direct to masonry (5-1/4" min jamb) V MIN EDGE DISTANCE z 72 12 (SEE NOTE 1) D EXTERIOR INTERIOR VERTICAL CROSS SECTION Direct to masonry (5-1/4" min jamb) 'HEETI,0-1, FURRING TRINITY GLAS RTMW6 SSTNMNATONAL MIISTWAYS ... EUL WAY. WA 9M 9H:(253)87}73w -k U3�, NOTE: DW& #: 1. SCREWS THRU HEAD JAMB AND SILL. EACH SCREWS LOCATED 1/3 DISTANCE OF SIDELITE PANEL WIDTH FROM EACH ENDS. FL-20867.2 2. SIDELITE SCREWS LOCATED 6" FROM EACH END OF MULLION AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. 11HEll 14 OF 29 1-114" MIN 1 p� TRINITY GLASS EMS.(TYP)n 1— 'MWI �"'T.NArIOrvnl 1 2 3 C mw3rveuss wrtawnouaL 33b515TV/.IYS H g p. D iFCEGL WAG, Wa98W3 C OO m m 5 C MIN INTERIOR o EMB MB (TYP) F alx SHEET ROCK -q; W �3 < c u a i0 m Nwm 3 'yam' FURRING 5` / n l 3 1•. vll EXTERIOR INTERIOR 7 B I �w B U 8, =`�r`,+F• °w < C�1 HORIZONTAL CROSS SECTION m { ~ 1 SHOWN W/ 2X WOOD BUCK In 1-1/4" MIN OF --I z P EMS. (TYP) EXTERIOR 11 1 2 3 C Lu 7 8 K L HORIZONTAL CROSS SECTION e 1 Direct to masonry 5 Z (5-1/4"min jamb) INTERIOR i 11 6 g 3 LL W EXTERIOR 7 8 A 00 3 �x Nz a 4 HORIZONTAL CROSS SECTION � ) SHOWN W/ 1X WOOD BUCK FL-20867.2 a VIAX. YP.I =E HINGE DETAIL 2 GE 1 F B • j g G 2X BUCK d H 2X BUCK N 0E IX BUCK L 1XBUCK P DIRECT TO D DIRECTTO MASONRY MASONRY 1X/2X BUCK TYP. HEAD 14° MAX. HINGE DETAIL I &JAMBS o.o.1TYP.) DOOR FRAMES _ F MASONRY 6 OPENING G 2X BUCK N 1XBUCK P DIRECT TO .° D TYP. SILL • MASONRY E HINGE DETAIL 2 Q�TRINITY GLASS I NT EI NAT ON AL mWIW( SSTNTRNATIONAL 3365 MT"" S fEMYAL WA WA 98W3 om NL9 cZL� W V is HOg �vsi QZ hm� � LLC �o �o O�LL C aex �G yU Zm, <j n m NGIm m 0Q 1 w � a S A W 6.50• � a `-n E F C a BUCK ANCHORING HINGEJAMB PRAMEANCHORING STR/KEJAMB Masonry construction CONCRETE ANCHOR NOTES 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. 2. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR IT APCONmX 1/4° 1-1/4" 2" 4" ELCO o ULTRACON 1/4" 1-1/4" 1" 4" ITW BUILDEEX TAPCON 3/16" 1-1/4" 3" 1-1/2" 2X BUCK 1XBUCK DIRECT TO MASONRY V) Z o r W U w k t1�S. WOOD SCREW INSTALLATION NOTES: STRIKE PLATE DETAIL DWG #: 1. Maintain a min. 5/8" edge distance, & 1" D.C. spacing of wood screws to prevent FL-20867..2 splitting of wood. SHEET: 16 OF 29 1X/2X Bt MASONR OPENIN 4 D TYR HEAD a, & JAMBS ICK 15.13" FOR REF. ONLY O.C.(1 Y d a "d a BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortarjoints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. 2. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR APCON°x 1/4" 1-1/4" 2" 4" ELCO ® ULTRACON 1/4" 1-1/4" 1" 4" IT APCONQ 3/16" 1-1/4" 3" 1-1/2" WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 5/8" edge distance, & 1" D.C. spacing of wood screws to prevent splitting of wood. ERNATION TllMl..IS Mi¢NAR°NAL 1W W WAY S ,'E¢AL W Y,.9900 PH:(2M)975-TIW o m a Z68 e n h .p u m m � IAAX. m a mui o YP.) i 01 0 FOR XO, OX & XX `y •'-• ' CONFIGURATIONS '4�b�H �•* pFiOF`.�' T II L �a n no 'm u 0 V DWG#: FL-20867.2 511EET:17 OF 29 31. 0.( SEE HINGE DETAIL 2 GE HINGE JAMB 4' H 2X BUCK L 1XBUCK D DIRECT TO MASONRY 1 X/2X BUCK TYP. HEAD &JAMBS DOOR FRAMES ., MASONRY OPENING I--H-6" (TYP.) 6" O.C.(TYPJ STRIKE PLATE DETAIL 0F 6 1 G 2X BUCK sso• N 1 X BUCK P DIRECTTO MASONRY E 4 D TYP. SILL a Bub FRAME ANCHORING STRIKE MULLION Masonry construction CONCRETE ANCHOR NOTES: HINGE DETAIL 2 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors 14 16 17 may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. O O 2X 2 O X 4X 14 16 17 18 ® ® o ® o o s • ® 18 WOOD SCREW INSTALLATION NOTES: VIEWA-A VIEWA-A VIEWEWS-B 04X 1. Maintain a min. 5/8" edge distance, & 1" o.c, spacing of wood screws Head to mullion attachment Head to mullion attachment Sill to mullion attachment Sill to mullion attachment to prevent splitting of wood. (Standard or Fat Mullion) (Two-piece Fat Mullion) (Standard or Fat Mullion) (Two-piece Fat Mullion) BUCK BUCK RECT TO �SONRY ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TOMASONRYEDGE AOJUBTMENTANCHOR IM SUILD•EX " - ELCO ULTRACON ® 1/4" 1-1/4" 1" 4" TAPCON° TRINITY GLA NTEPNl T10N TiPRIYGIw5.5 M]E9NFRONnL F]3' WO, AY5 F WE ( Wnv,Wn98W3 o m m c5 C >g A = NW J LL i( v owu a (]' k' a z u a DWG#: FL-20867.2 SHEET' :18 OF 29 31.1 OX SEE HINGE DETAIL 2 IGE 1 j HINGE JAMB X BUCK L 1X BUCK D DIRECT TO MASONRY TYP. HEAD iX/2X BUCK & JAMBS DOOR FRAMES OPENING TYP. SILL FRAMEANCHORING Masonry construction CONCRETE ANCHOR NOTES: 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortarjoints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. 2. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR ITTPCON®x 1/4" 1-1/4" 2" 4" ELCD UITRACONo 1/4" 1-1/4" 1" 4" nweuaDax APCON 3/16" 1-1/4" 3" 1-1/2" WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. 14" 6' (TYP.) 6. STRIKE JAMB n iPIM1Y6LA55[N)E¢NARON.IL 336A$ FFOEPAL WAY.l. WA 98W3 m Z u�k� [� _z n O ui m STRIKE PLATE DETAIL m �o z max do w �mw m F 6 aE i 'o m w Z G 2X BUCK m c' 1° N 1XBUCK a�^ �u P DIRECTTO MASONRY ¢ E m HINGE DETAIL 1 V) z 0 z a 6 G 2X BUCK > N IXBUCK t LU P DIRECTTO MASONRY E HINGE DETAIL 2 k4*l'as W A .�i );LIII IP• �v m Y Z Q F 0 0 J U z h Z 0 DWG#: FL-20867.2 SHEET:19 OF 29 HINGE MI-1 31.1 Oc SEE HINGE DETAIL 2 CL ° 4„ I Al I I I I I A ° 2X BUCK u 1X BUCK ILDIRECTTO MASONRY HEAD 1X(2X BUCK & JAMBS ASTRAGAL fFOR SHOWN REF ONLY 14" MAX. O.G(I YPJ DOORFRAME OPENING °. ° D TYP. SILL B B HINGE JAMB �' FRAME ANCHORIN Masonry construction CONCRETE ANCHOR NOTES: 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR ITW BUILDER TAPCON° 1/4" 1-1/4 " 2° 4" ELco o ULTRACON V4" 1-1/4" 1" 4" IT APCON®x 3116" 1-1/4" 3" 1-1/2" WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 5/8" edge distance, & 1" D.C. spacing of wood screws to prevent splitting of wood. G 21 o� VIEWA-A Astragal Strike @ Head 11 5.50" ASTRAGAL STRIKE DETAIL 9 BUCK BUCK SECT TO 1SONRY an TRINITY TERNP *axNxrvM5s VIA a ounL FENE0.(2W"Y.WnWM M o m m a m % �3 o wa$ a V m J 0 W V O, ¢ 42 W W `L j; O t9 m Qi Z m a L M W z � Y n m r TTT 0 HINGE DETAIL 1 V) z F O O 6 � G 2X BUCK j N 1XBUCK LLJ w P DIRECTTO �= E MASONRY HINGE DETAIL 2 zz I Astragal Strike @ Sill J I V= I 0 Z I #20867.2 T2 )OF 29 BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortarjoints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. 2. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TOMASONRYEDGE ADJUSTMENT ANCHOR IM APCONox 114 1 1-1/4" 2" 4" ELCO J> ULTRACON 1!4" 1-1/4" V. 4" ITW BUILD APCONmx 3/16" 1-1/4" 3" 1-1/2" WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 5/8" edge distance, & 1" D.C. spacing of wood screws to prevent splitting of wood. MAX. YP.) FOR OXO CONFIGURATIONS aDTRTNITY GLAS INiE?NATIONA mernrvw...ssareaJnrcaJn� O m m 0 a p ym f U CQZ �O W F Z n W V V O q a m Q m W 02 U m w m O & 6 O P 7 i FL-20867.2 OF SEE HINGE DETAIL 1 31.00' MAX. o.C.(TYP.) 1X/2X BL DOOR Ffb MASONRI OPENIN( SEE HINGE DETAIL 2 HINGE MULLION rRMIYIG NIYYIIVRIIYV Masonry construction CL CONCRETE ANCHOR NOTES: 1. Concrete anchor locations noted as "MAX ON CENTER" and at the comers must be adjusted to maintain min. edge distance to mortarjoints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. O t ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TO MASONRYEDGE ADJUSTMENT ANCHOR ITw BUILOEX TAPCON• 1!4" 1-1/4" 2" 4" ELco © ULTRACON 114" 1-1/4" 1" 4" ITW BUILDEx TAPCON• 3/16" 1-1/4" 3" 1-1/2" 2X 14 16 17 • 18 • • o • (P.) WOOD SCREW INSTALLATION NOTES: VIEWA-A VIEWA-A VIEWB-B 1. Maintain a min. 5/8" edge distance, & 1" D.C. spacing of wood screws Head to mullion attachment Head to mullion attachment Sill to mullion attachment to prevent splitting of wood. (Standard or Fat Mullion) (Two-piece Fat Mullion) (Standard or Fat Mullion) STRIKE PLATE DETAIL O �J JIM-- 16 VIEW B-B D 4X Sill to mullion attachment (Two-piece Fat Mullion) TRINITY GLA NTEFIIP(IJN ml,ary cuss 3NiFON.noNel. 336315i V/.1Y5 FEDF 2W)Y, VN: (9) 07 573MlW O 0 n ' O l o Z j$ Na $ O LLo Z a,= O 6F � m � H w a mwo z 0 H o V)r >. LLI u w 20867.2 220F 29 SEE HINGE DETAIL 1 31.00• MAX. O.C. (rYP.) 1X/2x BL SEE HINGE DETAIL 2 UT410RUZ1 MASONR` OPENIN( a 4"r r _ 2X BUCK S° L 1X BUCK D DIRECTTO MASONRY — — CK TYP.HEAD 14•N & JAMBS o.c.p WE — — S TYP. SILL "a ` I// rr rr ri ►r HINGE JAMB e° FRAME ANCHORING Masonry construction CONCRETE ANCHOR NOTES: 1. Concrete anchor loactions noted as "MAX ON CENTER' and at the corners must be adjusted to maintain min. edge distance to mortarjoints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TOMASONRYEDGE ADJUSTMENT ANCHOR ITW BUILDER TAPCOND 1/4" 1-1/4" 2" 4" ELco ULTRACONo 114" 1-1/4" 1" 4" ITV BUILDER TAPCONo 3/16" 1-1/4" 3" 1-1/2" WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 518" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. (TYP.) Ax III STRIKE PLATE DETAIL YP.) F 4 6 1 G 550" .5 E HINGE DETAIL ? 111 k" oe ! A�l HINGE DETAIL 2 aDTRINITY GLAS INTEIINATIONA 1RM[ry GUS S INhvN�T2GN.1L 336L1 Y,WY5 f E�H(Z53"Y7W-73W I VN Q53I9]v�]3M om NZ 3 Z 6- Z Mj0 R N O xw x �O o . Z owu or.w m z c ^ 9 o� � 3i w m Q m ui o r w ° a �m 0 r 0 R v m m LL ¢ H Z DWG#: FL-20867.2 SHEET.23 OF 29 'i 4 BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. 2. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TOMASONRYEDGE ADJUSTMENT ANCHOR ITWBULL ox APCON 1/4" 1-1/4" 2" 4" ELco ULTRACONa 1/4" 1-1/4" 1" 4" mW APCON°x 3116" 1-1/4" 3" 1-1/2"" WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 5/8" edge distance, & 1" D.C. spacing of wood screws to prevent splitting of wood. FOR OXXO CONFIGURATIONS ,aAX. YP.) 1� TRINITY GLAS 6.®.9 INr[nrvnriunn mlrvcrveussvrv3ecrvnnoua 336515T W1Y5 fE0[Ml WAY, W�95D31 M f O LC W 11 b�N .. * P�ok `� > II T 63 o m u3 m Z J V3 o = 2 u Z DWG FL-20867.2 SHEET: 2 it OF 29 HINGE ML1 31.00• MAX. O.C. )TYP.) 1X/2X BL DOOR FR MASONRe OPENIN( SEE HINGE DETAIL 2 CE Ct ° _4" —4 4 A A — — — ° 2XBUCK I� 1XBUCK ID DIRECT TO MASONRY TYP.HEAD CK g,1AMBS ASTRAGAL SHOWN FOR REF ONLY 01.C. S TYP. SILL BF ---1 B f l f l I F i t HINGE JAMB e° FRAMEANCHOR/NG Masonry construction CONCRETE ANCHOR NOTES: 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min, edge distance to mortarjoints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR ITWBUROEx TAPCOIW 1/4" 1-1/4" 2" 4" ELCo 0 ULTRACON 1/4" 1-1/4" 1" 4" ITw BUILDEX TAPCONO 3/16" 1-1/4" 3" 1-1/2" WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 5/8" edge distance, & 1" D.C. spacing of wood screws to prevent splitting of wood. G 2P F 6 G " Lav VIEWA-A HINGEDETA!L1 Astragal Strike @ Head F R 23 6 E VIEW B-B HINGE DETAIL 2 Astragal Strike @ Sill TRTNITY GLASS B-(TYP.) INTERNArIONA� ' mnrzry cus.zwrtwnrtoun: i sses lsrvuvs rEOEenl. wnr. we sems ' RE (zssl eTszsm a0 A � m L'1 ilia a z- >g r WZ a WAX. w� nPJ U O Z Off" C �< dg QiQ m w S i wm `a w 5.50' r /ss�TI a !=I m € a m to 0 U L ASTRAGAL STRIKE DETAIL 1 5 of 7.2 T 1.98"—I I O ° 1 0 O O v 0 0 0 &Mqg MATERIAL: STEEL 4.56" n OUTS ALUMINUM WITH PVC SUBSTRATE �I 4.56° SIDE & HEAD JAMBS MATERIAL: WOOD 5.25' N N n I n SIDE & HEAD JAMBS (5-1f4'or larger) MATERIAL: WOOD SIDE & HEAD JAMBS MATERIAL: PVC 5.25" Ile 41 SIDE & HEAD JAMBS (5-114" or larger) MATERIAL: PVC n SIDE & HEAD JAMBS MATERIAL: PVC 4.56° 1.22° P2.44' in 0 0 0 SILL KEY DETAIL o OPTIONAL �DTRINITY" GLAS IN T E P NATIO NA iP[MlY GIA55 MLE9Nn R W nL 316315i Wny5 FEDEPnL W.1Y. Wn 9BO31 OF L? n OUTSWING SIDELITE SPACER U MATERIAL: PVC - too" _I —.58" 0 0 N O O O O I— ZOO" ---I MULLION BASE KIT KIT Ll OPTIONAL URETHANE GLUE STANDARD MULLION 14 MATERIAL: WOOD 4.56" $ O N m' 1 STANDARD MULLION " MATERIAL: PVC n FAT MULLION U MATERIAL: PVC SECTION A -A RETHANE GLUE 2H WS (4 NEAR SIDE .) #8x1 1/4" PRH WS (4 FAR SIDE) m TWO-PIECE "FAT" MULLION MATERIAL: PVC RM!W/ A55%N MAUO AL 336915i WAYS fEM, WAY,.9B. %4(}33)A7573M O m a0 NZ � y m Z68 Ho$ a i p N W5 Z 0 N m J LL o c �o n 0 U tta2 V F �yVa W T zmQ Q$ m N s LD 9 a i !0867.2 !70F 29 N I^ 19.63" —I SLIDE BOLT ROD STEEL ^I-1.63" TOP BOLT RETAINER 9-314" ALUMINUM BOLT RETAINER SLIDE BOLT ROD 2.65" ALUMINUM ASTRAGAL 1.75" VIEWA-A Aluminum Astragal Assembly aD TRINITY GLA9 LATCH (BLIND HOLE) SCREW LOCATIONS (TYP.) DEAD BOLT(THRU HOLE) 5.50" 33.13" mxrvrrveuaswxEnwnoune ]36f ISi V/AV5 fE�FWL WAYWA9BOJ3 PH: (t5l�El}llm 2.75" — 2.50' o 3.75" 2.50" — 3.63° N a w Ott e —10.75"—10.50" -- z 18.75" L18.50" w ? d m LL x 26.75" LLo � owe 26.50" Oa u m Zm< O O `� p O w a mu o m w�m a a d � 20 p ALUMINUM ASTRAGAL m 6'8 Aluminum Astragal by Endure Products r io L 7.------------------ 84" T-` w FLUSHBOLTBAR 17 Diecast Zinc o o I— 1.09" FLUSHBOLT Diecast Zinc 3.3 m 1.44"—I----{ VIEW B-8 PVC Astragal Assembly 2 O 0I DEADBOLT (THRU HOLE) LATCH (THRU HOLE) ro rn PVCASTRAGAL r 6'8 PVC Astragal by Trinity z r u� m r' mZ JN =i uz )WG #: FL-20867.2 5HEET:280F 29 BILL OFMATERIAL ITEM N DESCRIPTION MATERIAL A 1X BUCK SG>=0.55 WOOD B 2X BUCK SG>=0.55 WOOD C 1/4" MAX. SHIM SPACE - D 1/4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E #9 X 3/4" PFH WS STEEL F #9 X 1" PFH WS STEEL G #9 X 2-1/4" PFH WS STEEL H #10 X 2-1/2" PFH WS STEEL 1 #8 X 2" PFH WS STEEL J 96 X 1.1/4" DRYWALL SCREW STEEL K MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE L 114" X 3-314" PFH ELCO OR ITW CONCRETE SCREW STEEL M 1/4" X 3-1/4" PFH ELCO OR ITW CONCRETE SCREW STEEL N 3116" X 3-114" PFH ELCO OR ITW CONCRETE SCREW STEEL 0 #8 X 2-1/2" PFH WS STEEL P 3/16" X 2-1/4" PFH ELCO OR ITW CONCRETE SCREW STEEL Q #8 X 1" PFH WS STEEL R 3/16" X 2-314" PFH ELCO OR ITW CONCRETE SCREW STEEL S #10 X 3" PFH WS STEEL 1 JAMS (FINGER -JOINT PINE -SG>=0.42) WOOD 1A JAMB (FINGER -JOINT PINE - SG>=0.42) WOOD 2 JAMB PVC 2A JAMB PVC 3 JAMB PVC 5 WEATHER STRIP QEBD650 Q-LON - 6 3,98" X 4.0" HINGE MIN 0.098" MIN THICK STEEL 7 STRIKE PLATE STEEL 8 DEADBOLT PLATE STEEL 9 SILLKEY PC/ASA 10 OUTSWING SILL- ALUMINUM WITH PVC SUBSTRATE ALUM./PVC 11 DOOR PANEL - SEE DOOR PANEL CONSTRUCTION DETAILS SHEET - 12 SIDELITE PANEL - SEE SIDELITE PANEL CONSTRUCTION DETAILS SHEET - 13 OUTSWING SIDELITE SPACER PVC 14 STANDARD MULLION (FINGER JOINT PINE SG>=0.42) WOOD 15 MULLION BASE KIT PC/ASA 16 STANDARD MULLION PVC 17 "FAT" MULLION PVC 18 TWO-PIECE "FAT" MULLION PVC 19 IX MULLION WOOD 20 ALUMINUM ASTRAGAL BY ENDURA PRODUCTS ALUMINUM 21 PVC ASTRAGAL BY TRINITY PVC 22 ASTRAGAL STRIKE @ HEAD STEEL 23 ASTRAGAL STRIKE @ SILL STEEL aDTRINITY GLAS I NT E RNATI ON mcHl ry Nnsz ai[a� nwu�I, J36]ISi W"VS fEDF >HaO9JIni171.WM,TJW m q NN N Z68 e hm W V J W K UI m,'� O 0 m IZ-1 � j a a om i a $ s ZY > u 1 µ1 m F V N O� J V zT Rz 0 DWG #t FL-20867.2 SHEET:29OF 29