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HomeMy WebLinkAboutConstruction Plans.DOUBLE1. MBEEN IA BEVALUA SCOMPLIANCETINL FRAME SHEETS DOOR SHOWN ON THIS PRODUCT EVALUATION (P (P.E.D.) HAS VERIFIED FOR CODE CONTENT: ACCORDANCE WITH THE ) OF THE FLORIDA BUILDING CODE. DOOR MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. SHEET 1 INDEX,. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 120 & 1609 OF THE ABOVE MENTIONED CODE, USING SHEET #2 ASSEMBLY ELEVATIONS No 1 & 2. ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A.S..) DESIGN PRESSURE RATINGS INDICATED ON SHEET 3. SHEET #3 MAX. DESIGN PRESSURE RATING.) SCHEDULE. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16SHALL BE FIRST SHEET #4 BILL OF MATERIALS. REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE / MAX. (A.S..) SHEET COMPONENTS. DESIGN PRESSURE RATINGS INDICATED O SHEETS 3. CONSTRUCTIONSHEET #6 DOOR DETAILS. THIS DOOR'S ADEQUACY FOR WIND AND IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 & SHEET #7 VERTICAL SECTIONS AND DOOR FRAME DETAILS. 1609.1.2 OF THE ABOVE NTIE CODE AS PER PROTOCOLS TAS-201, TAS-22, TAS-203 AS PER CERTIFIED TESTING LAB. REPORTS #CTLA 2045W,CT 2045-1, #CTLA 20-2, #CTLA 2045W-3 AND AS PER SUBMITTED STRUCTURAL SHEET #8 HORIZONTAL SECTIONS & VERTICAL CTI T CALCULATIONS, PERFORMED AS PER SECTIONS 1616 & 1604 OF THE FLORIDA BUILDING CODE. SHEET #9 RIMI EVIL REMOVABLE LI . 2. ALL COMPONENTS SHALL BE AS SPECIFIED ON APPLICABLE DETAIL SHEETS AND AT BILL OF MATERIALS (SHEET 4) OF SHEET 1 T ILS & MAX. SPACING SCHEDULE. THIS DRAWING. 3. COMPLIANCE F EGRESS / ESCAPE REQUIREMENTS OF THESE DOORS PER FLORIDAUILDING CODE TO BE DETERMINED Y BUILDING OFFICIALS ON A CASE —BY —CASE BASIS. . ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TOMETAL) TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi YIELD POINT AND 90 ksi TENSILE STRENGTH & SHALL COMPLY / FLORIDA BUILDING CODE SECTION 1 . . 5. ALL WELDING TO CONFORM /A ERICAN WELDING SOCIETY A.W.S. D.1.3 AND —19.0 REGULATIONS WITH E60XX ELECTRODES, FOR GALVANNEAL MATERIAL, AND /A ERICAN WELDING SOCIETY A.W.S. D.1.6 REGULATIONS / E-308 ELECTRODES (FU=k.s.i.) FOR STAINLESS STEEL MATERIAL 6. ALL ANCHORS FOR DOOR FRAME CONNECTIONS TO EXISTING STRUCTURE SHALL BE AS SPECIFIED ON SHEET 10 OF THIS DRAWING. MAXIMUM ANCHORS SPACINGS SHALL BE AS PER SCHEDULE ON SHEET 10 AND ELEVATIONS ON SHEET 2 OF THIS DRAWING. SEE SHEET 2 FOR THRESHOLD ANCHORS, AND SHEET 2 FOR MULLION ANCHORS. 7. PROVIDE MAX. LOAD BEARING SHIM SPACE AS INDICATED ON SHEETS 3. . THIS ILL NOT R dl fG T It VICE 9. THESE DOOR ASSEMBLIES ARE APPROVED FOR WATER AND AIR INFILTRATION AS PER TESTING INDICATED ON GENERAL NOTE 1, AND SHALL BE LIMITED TO DESIGN PRESSURE RATINGS INDICATED ON SHEET 3. 10. PROVIDE SPECIFIED SEALANT AT ALL DOOR FRAME & THRESHOLD COMPONENTS INDICATED ON THIS DRAWING. 11. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERTY TO TRANSFER LOADS TO THE BUILDING STRUCTURE AND, UST BE SOUTHERN PINE / G=0.55, AND SHALL COMPLY / SECTIONS 2411.3. .3; 2326 OF THE FLORIDA BUILDING CODE. 1. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO SUSTAIN THE SUPERIMPOSED LOADS TRANSFERRED BY THESE DOORS. 13. (a) THIS PRODUCT EVALUATION DOCUMENT (P...) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC 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 LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (d) ORIGINAL P.E.D SHALL BEAR THE DATE, SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT L,®`®�11111i1flilty,tt� P PREPARED IT. �, , c✓ �i 14. PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VIS113LE LOCATION AT PRODUCT IN GGO ®i WITH SECTION 1709.5 OF THE FLORIDABUILDING CODE. w\v� ONE LABEL SHALL BE PLACED FOR EVERY OPENING. Z . 44167= TWE OF . ;° - 8'-4' MAX OVERALL DET. 1/ (TYP.) 4'-4' MAX OVERALL DET. 1/ CTYPJ 8'-0' MAX 4'-0' MAX DOOR WIDTH ANCHORS DOOR WIDTH a NOT REWD o pwwwv� pl�wwv, E ANCHORS OPTIONAL, DECORATIVE 2 z U as o AT HEAD OPTIONAL; DECORATIVE 2 z o 7 NOT REQ'D MULTI -PANEL EMBOSSING Z o¢ ¢r- MULTI -PANEL EMBOSSING U w W Z f `" AT HEAD (PATTERNS MAY VARY) ¢ a U H w (PATTERNS AY VARY) ¢ Z) aU a -1 1~j B y vmFlav=LJ , LLIX<<W wNf m } D 3 3 zo 11 7 8 In r---r r---r �--,' r /UJw r---7 r__ S i.l'. I I �, 1' 1 L,_••_-I-'� 1 1. 1 i 2 a 1 -L � 1 �•' 2 L'i LLJ 2 1 pat J I rnl7F- p¢ u C 41) DOOR PANEL a x p ¢� Z CL `" a p DOOR PANEL U n W CONSTRUCTION 1+ f f �j z z x 2 ARYI w x = CONSTRUCTION a x o f o \ REF \'DOOR PANEL o cy f MAY VARY w g (REF DOOR PANEL W 00 a CONSTRUCTION iu W pp CONSTRUCTION / a + OPTIONS' DETAIL) / 1 ca OPTIONS' DETAIL) co co _ CDLo 01, \2 Job 6 J 41lnW pwa�w / (SIM.) Of gl / v/ $ o U� S\i¢�¢��WWUW UWD Uwa<4=Li Pwa¢i REF ANCHOR SCHED FOR MAX CORNER DISTANCE AT SILL ON SHEET 10 Do - REF ANCHOR SCHEDULE - -i-FOR MAX SPACING AT SILL ON SHEET 10 DOUBLE DOOR EXTERIOR ELEVATION: SERIES 8080 REF ANCHOR SCHED FOR MAX CORNER DISTANCE AT SILL ON SHEET 10 REF ANCHOR SCHEDULE IR MAX SPACING AT SILL ON SHEET 10 NO 18 REQUIRED AT SINGLE DOOR, SINGLE DOOR EXTERIOR ELEVATION: SERIES 4080 ti v s a No. 44167 OF .�c�` sa ' �S('J N A1_ FLORIDA BUILDING CODE (HIGH do NON HIGH VELOCITY HURRICANE ZONE) MAX. A,S,D, DESIGN PRESSURE RATING (psf 1) SCHEDULE FOR INSTALLATIONS COVERING SERIES 8080 & SERIES 4080 DOORS FOR A GIVEN ANCHOR JAMB TYPE w ITEM (SEE ANCHOR SPECIFICATIONS AT JAMBS SHEET 5) SERIES 8080 DOOR (SEE SHEET 2) SERIES 4080 DOOR (SEE SHEET 2) 35 0.157" DIA.x9 1 /2" LONG WIRE ANCHOR (SEE 2 PIECE COMBINATION STUD ANCHOR (SEE EXISTING MASONRY ANCHOR & E.M.A. (SEE EXISTING WOOD BUCK ANCHOR DETAIL 1/10) DETAIL 5/10 & 5A/10) DETAIL 2/10) +50, +50, +50, +50, —50 —50 —50 —50 +70, +70, +70, +70, —70 —70 —70 —70 36 37 37 W/WOOD SCREW LAG BOLT & E.M,A, (SEE DETAIL 3/10) 37 EXISTING WOOD BUCK ANCHOR +50, —50 +70, —70 W/ STEEL CARRIAGE BOLT & E.M.A, (SEE CHANNEL IRON THROUGH BOLTING W/ 3/8" DETAIL 4/10) x 3 1 /2" +50, —50 37 STEEL FLAT HEAD MACHINE SCREW & E.M,A, (SEE DETAIL 6/10) +70, —70 I CHANNEL IRON W/ 3/8" STITCH WELD (SEE DETAIL 7/10) A NOTES ON FRAME HEAD REQUIREMENTS +50, —50 1, FOR SINGLE & DOUBLE DOORS INSTALLED AT WOOD FRAME BUILDINGS, DOOR HEADS SHALL BE CONTINUOUSLY RETAINED BY EXISTING BUILDINGS WOOD HEADER FOLL❑WING DETAILS AS PER SECTION E, SHEET 7, 2, FOR SINGLE & DOUBLE DOORS INSTALLED AT STEEL FRAME BUILDINGS, DOOR HEADS SHALL BE CONTINUOUSLY WELDED TO EXISTING BUILDINGS STEEL FRAME HEADER FOLLOWING DETAILS AS PER SECTION E, SHEET 7 & DETAIL 7 ON SHEET 10, +70, —70 3, FOR SINGLE & DOUBLE DOORS INSTALLED AT CONCRETE /MASONRY BUILDINGS, DOOR HEADS NEED NOT BE ATTACHED TO EXISTING BUILDINGS HEADER. APPLICABLE TO SECTIONS T � o!,r,,� FLORIDA BUILDING CODE (HIGH do NON HIGH VELOCITY HURRICANE ZONE) F DOUBLE & SINGLE SERIES 8080 & 4080 02020 TILTECO, INC. DRAWN BY: R •' ��� OUTSWING COMMERCIAL GALVANNEAL OR 44167 — STAINLESS STEEL FRAME DOOR FLUSH OR EMBOSSED M.P ' /TILIEC Nc. DAYBAR INDUSTRIES LTD as/soTE —�: STATE OF ((� •. / TILLIT TESTING & ENGINEERING COMPANY 6355N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, Fl. 33166 Phone Fax (305)671-1531 50 WEST DRIVE, BRAMPTON. ON CANADA, L6T 2,14 TEL: 905 825—BOOD DATE 20— 1 56 ,' n 10 0 R �� � (305)871-1530 : e—mail: tilteco0ool.com CA-0006719 � FAX: 905 625-4204 DRAWING Nc ® �� s ' ' ' .. �� \��� M. WALTER A. TILLIT Jr. P.E. 1 OssclePlloa O�tE 9EV. 1w DESc91P0aN OLD 17-13s 051W/2020 a OAIE �'I >��� v'0 N A1. ere FLORIDA Uc. # 44167 s 4 SHEET 3 OF BILL ❑F MATFRTAI S; ITEM11 DESCRIPTION MATERIAL SIZE AND SPEC'S 1 I PERIMETER FRAME (HEAD, SILL, JAMB) 16ga (0.051') GALVANNEALED STEEL, ASTM A653, TYPE B, WITH A40 PAINTABLE GALVANNEAL COATING (Fy=45ksi, Fu=52ksD OR AISI 304 SERIES STAINLESS STEEL (Fy=45ksi, Fu=101ksD. 2 DOOR PANEL ASSEMBLY (FLUSH OR EMBOSSED) GALVANNEALED STEEL, ASTM A924, ASTM A653, TYPE B, WITH A40 PAINTABLE GALVANNEAL COATING <Fy=45ksi, Fu=60ksi) OR AISI 304 SERIES STAINLESS STEEL <Fy=45ks1, Fu=101ksD. 4 THRESHOLD, HAGER 4775 EXTRUDED ALUMINUM 6063-T5 WITH VINYL BUMPER 5 THRESHOLD, HAGER 5205 EXTRUDED ALUMINUM 6063-T5 WITH VINYL BUMPER 6 DOOR TOP/BOTTOM CHANNEL, 1.6875' x 1.439' 16ga %051') GALVANNEAL STEEL (ASTM A653 WITH G60 COATING) OR STAINLESS STEEL (AISI 304 SERIES) 7 DOOR SNAP -IN TOP/BOTTOM CAP+ 1.5625' x 1.00' 20ga (0.032') GALVANNEAL STEEL (ASTM A653 WITH G60 COATING) OR STAINLESS STEEL (AISI 304 SERIES) 8 CONTINUOUS HINGE, HAGER ROTON 780-224 HD 6063-T6 ALUMINUM 9A FULL MORTISE HINGE (STANDARD), HAGER #BB-1279 STEEL (PER MFR'S SPECS) 9B FULL MORTISE HINGE (STANDARD), HAGER #BB-1191 STAINLESS STEEL (PER MFR'S SPECS) 10A FULL MORTISE HINGE (HEAVY), HAGER #BB-1168 STEEL (PER MFR'S SPECS) lOB FULL MORTISE HINGE (HEAVY), HAGER #BB-1199 STAINLESS STEEL (PER MFR'S SPECS) 11 RIM EXIT DEVICE: HAGER 4500 SERIES STAINLESS STEEL (PER MFR'S SPECS) 12 RIM STRIKE, HAGER 4920E STAINLESS STEEL (PER MFR'S SPECS) W/ TOP LATCH #492 & #4928 AT ENDS. 13 SVR EXIT DEVICE, HAGER 4500 SERIES STAINLESS STEEL (PER MFR'S SPECS) 14 SVR TOP STRIKE, HAGER 4923E STAINLESS STEEL (PER MFR'S SPECS) 15 CYLINDRICAL LOCK: HAGER 3400 OR 3500 SERIES STAINLESS STEEL (PER MFR'S SPECS) 16 DEAD BOLTi HAGER 3100 SERIES STAINLESS STEEL (PER MFR'S SPECS) 17 MORTISE LOCKSET W/ DEADBOLT, HAGER 3800 SERIES STAINLESS STEEL (PER MFR'S SPECS) 18 SURFACE BOLT: HAGER #275D (8' LONG) STAINLESS STEEL (PER MFR'S SPECS) 19 DOOR HINGE STILE REINFORCEMENT (REQUIRED FOR MORTISE HINGES ONLY) 89a GALVANNEAL STEEL OR STAINLESS STEEL 20 FRAME HINGE REINFORCEMENT (REQUIRED FOR MORTISE HINGES ONLY 8ga GALVANNEAL STEEL OR STAINLESS STEEL 21 ASTRAGAL STRIKE REINFORCEMENT 129a GALVANNEAL STEEL OR STAINLESS STEEL 22 FRAME STRIKE REINFORCEMENT 149a (0.074') GALVANNEAL STEEL OR STAINLESS STEEL 23 DOOR LOCK STILE REINF (MORTISE LOCK), 3.500' x 1.660' 14ga (0.074') GALVANNEAL STEEL OR STAINLESS STEEL 24 CYLINDRICAL LOCK AND DEADBOLT REINFORCEMENT STEEL, SATIN COATING 25 DOOR SURFACE BOLT REINFORCEMENT: 1.688' x 3.5' x 9' 14ga (0.074') GALVANNEAL STEEL OR STAINLESS STEEL 26 DOOR CLOSER REINFORCEMENT, 1.688' x 3.5' x 16,25' 14ga (0.074') GALVANNEAL STEEL OR STAINLESS STEEL 27 BUTTERFLY ANCHOR CLIP+ EMA #PT1-008 STEEL (PER MFR'S SPECS) 28 MASONRY WIRE ANCHOR STEEL, Fy=40ksi, Fu=96ksi 29 CLIP -IN STUD ANCHOR 20ga (0.035') ASTM A653 A-60 GALVANNEALED STEEL 30 ASTRAGAL WEATHERSTRIPPING, HAGER 8725 PER MFR'S SPECS (NEOPRENE INSERT) 31 ASTRAGAL WEATHERSTRIPPING, HAGER 8745 PER MFR'S SPECS (NEOPRENE INSERT) 32 PRESS -ON WEATHERSTRIPPING: HAGER 7265 SILICONE, SELF-ADHESIVE 33 PERIMETER WEATHERSTRIPPING, HAGER 8915 PER MFR'S SPECS (VINYL BUMPER) 34 DOOR SWEEP: HAGER 7705 PER MFR'S SPECS (VINYL BUMPER) 35 WIRE MASONRY FRAME ANCHORS STEEL W/ MIN. YIELD STRENGTH = 40.2Ksl AND MIN. TENSILE STRENGTH = 95.9 Ksi 9 1/2' LONG X 0.157' MIN. DIAMETER. 36 CLIPIN STUD ANCHORS (2 PIECE COMBINATION) STEEL, ASTM A-653, A-60 GALVANNEAL 1 7/8' X 5 5/8' X 20 GAUGE (.035 MIN) W/ (4)#8 X 1 5/8' WOOD SCREWS. 37 EMA BUTTERFLY ANCHOR (PART #PTI-008) STEEL 18 GAUGE STEEL SATIN COAT. 38 8' LONG # 275 D HAGER SURFACE BOLT STEEL W/ US26D FINISH ENGAGED TO THE DOOR AT TOP AND BOTTOM TO HEADER & THRESHOLD RESPECTIVELY & FASTENED TO DOOR W/ (4) #10-24 x 1 1/2' THRU BOLT EACH CONNECTION. 39 VON DUPRIN #9954 REMOVABLE MULLION 0.125' THICK A 500 GRADE B STEEL SECURED TO 499 STRIKE PLATE WITH (8) 5/16'0-18x1'(MIN.) MACHINE SCREWS. 40 CAULKING GE SILICONE II SILICONE AS SHOWN ON DETAIL. 41 SURFACE STRIKE REINFORCEMENT 12 GAGE GALVANNEAL OR STAINLESS STEEL 12 GAGE (0.097' MIN.) x 154' x 11.875' LONG (SEE SHEET 9). 42 MULLION FITTING #8620 STEEL 11111111 USE AT AISI 304 SERIES STAINLESS STEEL WITH Fy =45.75 Ksi AND Fu= 101.38 Ksi No 44167 CC FLORIDA BUILDING CODE (HIGH do NON HIGH VELOCITY HURRICANE ZONE) �2.000' 3.250'T - i _ _ I T � VINYL BUMPER n N ci N ® THRESHOLD(520S) 169. (0.051' MIN) T GALVANNEALED STEEL �. o u1 996VINYL 2.000' BUMPER U Ol PERIMETER FRAME m I--4.991'� Bp6 DOOR TOP/ TOM CHANNEL 30 ASTRAGAL SEAL(872S) N asoo• SELF-ADHESIVE STRIP 3z PRESS —ON SEAL 1.375' N .500' � cF 0 VINYL INSERT 34 DOOR SWEEP O THRESHOLD(477S) —r 1.563'i— I _1--OA32' TYP 0DOOR SNAP —IN TOP/BOTTOM CAP I.625' N m � a _ e NEOPRENE INSERT c� 31 ASTRAGAL SEAL(874S) a oT VINYL BUMPER 33 PERIMETER BUMPER 0.074' m TYPICAL LENGTH, 9' 2 SURFACE BOLT EINF❑RCEMENT r1.688'1 FF__ 0.074' N TYPICAL 0.574•-�LENGTH:16-1/4' I DOOR CLOSER EINFORCEMENT 10.000, M O O O 0 O N R n x _s 0.134' yTHICK 19 D❑❑R STILE HINGE REINF i- e.7so•- - -{ T o � o & A D O 0 0 O O m I 0,134''THICK 20 FRAME HINGE REINF I1.186'-r A 0 129u cq GALV + STEEL (O.108, L_ THICK) O - 1.374' R A 1 � 21 ASTRAGAL STRIKE REINF COMPONENTS m L O 2�tifrillill��I/a/l�a�i -F_KE „R o, 44167 " RP?rjSTATE OF N �F'�lOifPfltifl�i{ ® WIRE ANCHOR FOR DETAIL #21/17 STEEL WIRE ANCHORS (0.157" DIA, 9 1/2" LONG) IN HORIZ Fu Min.=95.9 Ksi, Fy Min.=40.2 Ksi 1/2, #10-24x1 1/2" THRU BOLT 1 } 1' Max, 0.75 �P - 0 38 SURFACE BOLT 00' 0325, o 'o (Typ.) c4 <4 .(2) 1/8'0 SPOT •WELDING HOLES algg - 1 0.75Q W �• 6 O AS, � J �y000 coA �`s0 I,pO N D m � I m Y N a 2 �1� 1.2$0 1.250 6.750 30 EMA BUTTERFLY ANCHOR (PART #PT1-008) FOR DETAILS 2/10,— 3/10 4/10 & 6/10 MATERIAL: 18 GA SATIN COAT O�' 1I/t 9b, LEAF TO SNAP ANOTHER PIECE LEAF TO SNAP 3/32 x 1/2 HOLES ANOTHER PIECE \mob TO PERMIT SNAP TO ANOTHER PIECE �b f 0 A\1b q ,I ® 2 PIECE C❑MBINATION STUD 39 REMOVABLE ANCHOR FOR DETAILS #5._ 5A/10 MULLION CUPIN STUD ANCHOR MATERIAL: GAUGE 20 (0.035) ASTM A-653, A-60 GALVANNEALED STEEL. FLORIDA BUILDING CODE (HIGH do NON HIGH VELOCITY HURRICANE ZONE) DOUBLE & SINGLE SERIES 8080 & 4080 @2020 TILTECO, INC. OUTSWING COMMERCIAL GALVANNEAL OR DRAWN BY: STAINLESS STEEL FRAME DOOR M.P 1 FLUSH OR EMBOSSED �`` i Lr C O i Nc. DAYBAR INDUSTRIES LTD os/3o/2020 DATE TILLIT TESTING & ENGINEERING COMPANY 50 WEST DRIVE, BRAMPTON. 6355N.W. 36th. St., Ste. 305. VIRGINIA GARDENS, Fl. 33166 ON CANADA, L6T 2J4 Ph.": (305)871-1530 . Fax : (305)871-1531 TEL: 905 625-8000 20— ' 556" e-mail: tilteco®Ool.com FAX: 905 625-4204 CA-0006719 xer. Iro HlseaPnoH ogre AEV. N. oescx�nal DATE DRAWING No WALTER A. TILUT Jr. P.E. 1 OLD 17-135 106/30/20201 s 1 1 FLORIDA Lic. # 44167 SHEET 5 OF 10 REF SECTION DETAILS FOR 01 VERT STIFFENER WELDED TO DOOR SKIN AT TOP & BOTTOM AT LOCK AND HINGE STILE REINFORCEMENTS 18ga GALVANNEAL OR 6' FROM LOCK STILE, FORMED USING O 2 GALV STEEL CHANNELS: REF SECTION OUTER: 1.687' X 1.00' X 14 a C0.078') STAINLESS STEEL SKIN: FLUSH OR g DETAILS FOR INNER: 1.50' X 1.0' X 14ga (0.078') HINGE STILE EMBOSSED FINISH REINFORCEMENT zr � FE, i� � I LAI Lill I E6' FROM LOCK STILE PAPER HONEYCOMB FILL (3/4' CELLS) OR 1.5 PCF PAPER HONEYCOMB FILL MINERAL BOARD GLLUEDRANE TOHINTERIOR DOOR SKIN REF SECTION DETAILS FOR lO VERT STIFFENER WELDED AT TOP,BOTTOM, & TO EXTERIOR DOOR SKIN LOCK AND HINGE STILE REINFORCEMENTS 18ga GALVANNEAL OR (6' 0•C••) LOCATED AS SHOWN, FORMED USING Q2 GALV STEEL CHANNELS: REF SECTION ❑UTERI 1.687' X 1.00' X 14ga (0.078') DETAILS FOR STAINLESS STEEL SKIN FLUSH OR INNER: 1,50' X 1.0' X 14ga (0.078') HINGE STILE EMBOSSED FINISH REINFORCEMENT 000 Oo °OpCo Oo pG000 °000000000. \ o 00000 o r 0° o0 l o o o t o 00000poo°o o00 o00 Apo° Ooopoo°000 pO00000 0000p000pO°°p Oo °O OooOOooOO O °p°000° / 000pO o0 o°oo°Go°°oo°000 °o 0 o G O�oDp opQoop OoO�OCo�oC pG000 000 poO 0000000000o G °p°O°p � oO --°_ o°. O o_.°°°..°°� °°�:.°°°°°°.. °o0°goD°:°000 0°Og O°ooOOpp OO° �0 �pOU���Gogoo�oo0°oop°O°�oo po�000lop 0°oF1 °-A O�oO >°°°°°° ° °o. ••, L°pO ° °°°O°° pO0°°°°°°°° _ 1-6' FROM LOCK STILE---- STYRENE FILL LYURETHANEYORYI2.SEPCF PO MINERAL BOARDTSHALLICOMPLY W/ SECTION 2615 OF THE FLORIDA BUILDING CODE. GLUED TO INTERIOR DOOR SKIN REF SECTION DETAILS FOR LOCK AND HINGE STILE REINFORCEMENTS 18ga GALVANNEAL OR STAINLESS STEEL SKIN: FLUSH OR EMBOSSED FINISH v c� i AT END 6' O.C. STEEL RIB FILL FIBERGLASS INSULATION FILL BETWEEN RIBS VERTICAL INTERLOCKING GALV STEEL RIBS AT 3' FROM EACH STILE & 6' O.C., WELDED TO BOTH DOOR SKINS AT 6' D.C. DOOR PANEL CONSTRUCTION OPTIONS JAM FRAME 1 Li D z � INTERIOR � Zz I Z � ao � U 0� EXTERIOR #12-24 X 3/4' SCREWS TO EACH HINGE LEAF AT: .FROM TOP & BOTTOM O.C. THEREAFTER @HAGER ROTON CONTINUOUS EARED HINGE: 780-224-HD TYP 3' AT END-1� (HORIZONTAL SECTIONS) JAM' FRAME{1} V) L3 Z INTERIOR Ld 0 r-i o EXTERM 1 /6 SECTIONS AT HINGE STILE DOOR STILE HINGE INF: 1.25' X 10' TYPICAL RIB FORMED USING <2) INTERLOCKING GALV STEEL CHANNELS, 2-1/2' X 1-3/4' X 20ga <0.040') REF SECTION DETAILS FOR HINGE STILE REINFORCEMENT FRAME HINGE REINF: 1. 63' X 8.75' 4 #12-24 X 1/2' SCREWS AACH HINGE LEAF '(8 TOTAL PER HINGE) MORTISE HINGE: ® HAGER BB1279 0 BBi91 (4.5'X4.5'X0.134') HAGER BB1168 OR BB1199 (4.5'X4.5'X0.180') (D SNAP -IN CHANNEL, SECURED WITH G.E. SILICONE II (6� TOP CHANNEL,SPOT GELDED TO DOOR SKINS AT 3' O.C. SURFACE BOLT REINF, LIPPED TO TOP CHANNEL (WHERE APPLICABLE) - ----- kSO, IN SAME POSITION DOOR CLOSER REINF, CLIPPED TO TOP CHANNEL (WHERE APPLICABLE) ® SURFACE BOLT REINF, LAMINATED TO DOOR SKIN ----- - (WHERE APPLICABLE) BOTTOM CHANNEL, POT WELDED TO DOOR SKINS AT 3' OZ. 07 SNAP -IN CHANNEL, SECURED WITH G.E. SILICONE II TYPICAL DOOR TOP & BOTTOM CONSTRUCTION (VERTICAL SECTION) will4uRI sra.. A. �;. ........ 0 OCENS �167 J1, &'YATF pF : 4 °isOrsrlsul�IlE`a°� FLORIDA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE) MIN, 2-2'x4" POURED I WOOD PLATE zz� CONCRETE HEADER REQ'D, �z O 112' MIN. GYPSUM 1 H WALL BOARD OR _ PLYWOOD SHEATHING 1 (BEYOND) (�WE 45 deg MITERED J❑INTS WITH (5) 32 & 33 32 33 KNOCK -DOWN X „ & . , CORNER TABS. Q ❑PTI❑NAL: WELD Q AT 2' FACES VV\I9. (GRIND SMOOTH) I SEE MULLI❑N INSTALLATI❑N \ SHEET 9, AS APPLICABLE LLJ ~ Ol BEY❑ND x z FRAME CORNER:TABBED KNOCKDOWN ASSEMBLY W C❑NTINUES SAME = AS SECTI❑N D-D LL CAT BOTTOM) SECTION E-E STRUCTURAL z STEEL CHANNEL )K STRUCTURAL MEMBER AT HEADER MUST BE DESIGNED TO N� MIN, 18 GAGE w CARRY 174 #/FT & BE REVIEWED BY BUILDING ❑FFICIALI w 1-- Q Q SEE DETAIL :�E � > 7/10 I-- W W x J LLJ �`mEiiiiilil�iil�rrryr 00 w I W W \ 32 & 33 f w � � � 67 _ w LINE STATE OF : Q OR`C Iw— rrrrdlili -11i5��\ POURED 40) z CONCRETE 3/16"0 TAPC❑NS FLORIDA BUILDING CODE (HIGH do NON HIGH VELOCITY HURRICANE ZONE) REQ'D @ 12" D.C. MAX, a — DOUBLE & SINGLE SERIES 8080 & 4080 02020 TILTECO, INC. OUTSWING COMMERCIAL GALVANNEAL OR DRAWN BY: SECTION D - D STAINLESS STEEL FRAME DOOR M.P FLUSH OR EMBOSSED SINGLE DOOR DOES NOT NEED MULLION. C❑NTINUES SAME (` Q �Ne. DAYBAR INDUSTRIES LTD 06/30/2020 LATCH ONTO REINFORCED JAMB AS SECTION D — D TILLIT TESTING & ENGINEERING COMPANY 50 WEST DRIVE, BRAMPTON, DATE CAT BOTTOM) 6355N.W. 36th. St., Ste. 305, MRGINIA GARDENS, Fl. 331 ee ON CANADA, L6T 2J4 Phone : (305)871-1530 . Fax : (305)871-1531 TEL.• 905 625-3000 20— 1 56 SECTION B - B e-mail: tiltecoGool.com FAX: 905 625-4204 DRAWING No CA-0006719 Kv, Na I DE MFnON — m No DESCRIPTION V DATE WALTER A. TILLIT Jr. P.E. , OW 17-135 oe/3o/zozo s FLORIDA Lic. # 44167 SHEET 7 OF 10 s w U_ 0 x w m (Y U JAMB FRAME( Q RIM J HAGER 492 H Z_ (] U_ W 11 RIM EXIT DEVICE, HAGER 4500 INTERIOR DOOR PANEL LD J EXTER TRIM MAY VARY (REF MFR'S SPECS) EXTERIOR L--------- ® SVR EXIT DEVICE: r HAGER 4500 INTERIOR w JAMB FRAME U 0 x w DOOR PANEL w EXTER TRIM MAY VARY �r (REF MFR'S SPECS) ____�, ; EXTERIOR MORTISE LOCKSET, HAGER 3800 SERIES I (JAMB FRAME,_ _ LEVER OR Y U THROW KNOB MAY VARY INTERIOR (REF MFR'S 0 DISTANCE: SPECS) J DEADBOLT - 1' �{ LATCH - 3/4' W _ (n DOOR PANEL ICE FRAME STRIKE REINF ® EXTERIOR DOOR LOCK STILE REINF © - CYLINDRICAL LOCK, HAGER 3400/3500 SERIES DEADBOLT, HAGER 3100 SERIES Y (JAMB FRAME 1 U _ LEVER OR THROW L — KNOB MAY VARY J DISTANCE, INTERIOR (REF MFR'S J DEADBOLT - I' SPECS) Q LATCH - 1/2' 0 l DOOR PANEL L J o - --�` Z '� J } FRAME STR KE REINF EXTERIOR U DOOR LOCK STILE REINF _ _- 1 ' SECTION AT LOCK STILE (SINGLE DOOR) 8 SCALE, 3' = 1'-0' HORIZONTAL SECTION ©3 SVR EXIT DEVICE, HAGER 4500 SERIES r ASTRAGAL INTERIOR SEAL a2): HAGER 8725 w >U_ CLI Q Q 0 + ail DOOR PANEL W� l�'illI ; ire EXTERIOR -------- EXTERIOR TRIM MAY VARY (REF MFR'S SPECS) 1© MORTISE LOCKSET 31 ASTRAGAL SEAL HAGER 3800 SERIES HAGER 874S Y 18 SURFACE BOLTS- HAGER 275D J INTERIOR W DOOR (n PANEL b LEVER OR KNOB MAY VARY EXTERIOR (REF MFR'S SPECS) �� ASTRAGAL SEAL- ® CYL LOCK, HAGER H GER 874S 3400/3500 SERIES ® DEADBOLT, HAGER 3100 Sc RIES d® SURFACE BOLTS: HAGER 275D J LEVER OR KNOB MAY VARY (REF MFR'S SPECS)_ 2' SECTION AT LOCK STILE (DOUBLE DOOR) SCALE, 3' = V-0' HORIZONTAL SECTION Q1 HEAD FRAME (GROUT BACK -FILL) WITH SLOTS DRILLED TO RECEIVE BOLTS Q' x f- ® SURFACE BOLT, HAGER 275D, 8- LONG <18) (4) #10-24 THRU BOLTS EAC P SVR TOP STRIKE; HAGER 4923E S) <2) 1/ THRU B GROUT BACK -FILL HEAD FRAME 1Q Q O 0 O ., r•,Iu��ni SURFACE BOLTS SVR EXIT DEVICE �� s 3 VERTICAL SECTION AT DOOR HEAD 167 o�� STATE OF : Q o Q `ORION `6f. n NG q SVR TOP LATCH- ® SURFACE BOLT, HAGER HAGER 275D, 4927 8' LONG (18) - - #6 SMS #6 (2) 1/4-20 O+C, THRU BOLTS EAC SMS THRU BOLTS 3 AT 8' 3 . Y ❑.C. N W x x Q THRESHOLDS REF ANCHORS S REF ANCHORS HAGER 477S, WITH SCHEDULE FOR THRESHOLD: SCHEDULE FOR SLOTS DRILLED TO SILL ANCHORS HAGER 520S SILL ANCHORS RECEIVE BOLTS & SPACING SHEET 10 ® & SPACING SHEET 10 SURFACE -BOLTS _ SVR EXIT DEVICE 4 VERTICAL SECTION AT DOOR SILL 8 FLORIDA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE) (4) 5/16'- MACHINE _ SCREWS TO HEAD COVER 8620 FITTING (2) 1/4'-20 MACHINE SCREWS TO MOUNT COVER 4 .I EXTERIOR I.S 1� HEAD 7� FULL • 3.0'� WELDED I I 41 I FITTING STEEL —3.5' 39 EXTERIOR I I #8620 TOP Ql HEAL}• I I MULLION FIT ING 39 8620 FITTING `� �r STEEL 3 S620 TOP T FITTING STEEL LION FICONNECTION AT TOP ,(PLAN) TON E�TERIOR� CE(TERIOR ;, ��.EXTERIOR 4 MACHINE SCREWS �_ �,—•� @ HEAD & FLOOR. I 1 #8620 BOTTOM C§ 5/16'-18X1-1/4' I i MULLION FITTING (4) 5/16'xl 5/16' POWER FASTENER: CALK -IN ANCHORS 8620 FITTING wolIT, I�>� EXTERIOR MULLIONZWOR SEAL 3� VON DUPRIN SERIES 9954 (W/ 499 STRIKE PLATE) MULLION INSTALLATION O 8620 FITTIN 2'76' POURED 4 & 5 CONCRETE 3.50' REQUIRED NOTCH ❑UT 2.0'x3,0' 39 (4) 5/16'0-18 POWERS -F ON THRESHOLD FASTENERS CALK -IN ANCHORS W/ V MIN. EMBEDMENT CONNECTION AT BOTTOM (PLAN) _16 <-IN ANCHOR TOM MULLION EEL SE�InI111nr,, 4 7• co 2' o 0 3Ld .0' `` �� �'v 0 0. 44167 J�;= 3.5' STATEOF MULLION FITTING `" �iC hi0p ••G�����a` 8620 STEEL ' • .... �,.nDEN `�llIlit 115111Q FLORIDA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE) POURED CONCRETE OR REQUIRED TO BE WOOD CONCRETE BLOCK GROUTED CONCRETE W/ G = 0.55 WALL REWD BLOCK WALL REQ'D. _ MAX, 1/4' (SPECIFIC GRAVITY SHIM SPACE p -JAMB D a. Qo 3 (SEE SHEET 5) 1.5000 A GROUT a EQ. O p p >WELDS SP❑T1Q f ° d WAULK 3' MIN'OEQ, 4' a E,Dp TINUOUS o .I JAMB d SIDES (TYP.) 4 CONTINUOUS CAULK i 1/2' L BOTH SIDES (TYP.) MORTAR F MIN 4' MIN --I JOINT 3/8" FLAT HEAD STEEL SLEEVE ANCHOR ® MASONRY WIRE ANCHORS IN HORIZ. MORTAR JOINTS; FILL JAMBS O1 SOLID WITH GROUT PER ASTM C476 W/ MIN. COMPRESSION STRENGTH OF 2.5 Ksi (SEE SHEET 5) O INSTALLATION OF 1O WIRE ANCHOR 35 SLEEVE ANCHOR TO INSTALLATION TO MASONRY WALLS MASONRY WALLS 50MIN, DOUBLE 2'x4' WOOD STUDS REWD W/ G = 0.55 (SPECIFIC GRAVITY), AS SHOWN OR ® MIN, \, DOUBLE 18 GAGE METAL STUDS (Fy=33 Ksi) DOUBLE 2'xB' WOOD STUDS REQUIRED TO BE WOOD NAILED TO SHEATHING REQ'D. W/ G = 0.55 MAX. 1/4' (SPECIFIC GRAVITY) A.rSHIM SPACE 0_� (SEE SHEET 5) DOUBLE 2'x8' WOOD STUDS NAILED TO SHEATHING REQ'D, MAX. 1/4' I SHIM SPACE (SEE SHEET 5) Ei ' VIV 0 SPOT SP❑T WELDS WELDS E Q. TCONTIN 1 JAM,B B 4 CONTINUOUu CAULK OUS CAULK BOTH SIDES (TYP.) BOTH SIDES (TYP.) 3' 3 4RRIAGE ?3/8' X 6' WOOD 8'-1 X 6' STEEL CREW LAG BOLT W/ NUT AND WASHER 3 INSTALLATION OF 3 8" 0 LAG ® INSTALLATION OF 3/8 to 0 CARRIAGE O SCREW 9_:I TO WOOD FRAME WALLS BOLT TO WOOD FRAME WALLS MAX 1/4' SHIM SPACE y MIN. Fy=33Ksi STEEL CHANNEL, W/ MIN. — 18 GAGE WEB JAMB 0 SPOT WELDS 0,514 ',460AMB 1O JAMB 1O 3/8'0 BOLT ` - 1.875 }! _ O ��­5� & NUT II II t 41 ? 5,6250 ±0.625 F.H. WOOD SCREWS PER ANCHOR 1/2" MIN. GYPSUM WALL BOARD OR PLYWOOD SHEATHING (TYP.) (5) & � INSTALLATION OF 2 PIECE COMBINATION STUD ANCHOR 3 Q INTO WOOD FRAME OR METAL STUD WALLS 36 CLIPIN STUD ANCHOR (SEE SHEET 5) SPOT WELDS 3 (SEE SHEET 5) GE SILICONE II �r_ALANT ALL AROUND 6 INSTALLATION OF 3 80 .H. M.S TJ0 STEEL CHANNEL FACE ELDS _ AND 4 GE SILICONE If 1�8" 3�8"-12" O.C: SEALA T IN BETWEEN WELDS ALL AROUND JAMB OR HEAD MIN. Fy=33Ksi STEEL CHANNEL, W/ MIN. 18 GAGE WEB gs��9``��I111i1TILL aFdttr�e/ �T eee J� eei 7 INSTALLATION OF JAMB EN SF • • IEL ANNEL THRU WELD s NO.44167 ANCHOR DETAILS: yq IurNv aiuu ANCHOR (SEE SHEET 5) ANCHOR SCHEDULE SINGLE DOORS DOUBLE DOORS SILL CORNERS SPACING JAMBS CORNERS SPACING SILL CORNERS SPACING JAMBS CORNERS SPACING DETAIL ANCHOR SUBSTRATE 2/10 3/8' SLEEVE ANCHORS 4 CONCRETE OR G.F. MASONRY 6' 12, CC 6' 21' OC 6' 12' OC 6' 21' OC 6/10 3/8' BOLT & NUT STEEL 6' 12' OC 6' 21, OC 6' 12' OC 6' 21, OC 3/10 3/8' LAG SCREWS WOOD 6' 12, OC 6' 16' OC 6' 12' OC 6' 12, OC 5/10 CLIP —IN STUD ANCHORS WOOD STUDS N / A 9' 17' OC N / A 6' 17' OC 5A/10 CLIP —IN STUD ANCHORS METAL STUDS N / A 9' 17' OC N / A 9' 17' OC 1/10 MASONRY WIRE MASONRY N / A 16' 16' OC N / A 16' 16' OC 7/10 DIRECT WELD STEEL N / A 6' 21' OC N / A 6' 21, OC D—D/7 3/16' TAPCON ITW/BUILDEX CONCRETE OR WOOD 5. 12' OC N / A N / A 5' 12' DC N / A AN( H(JK NO I tb; 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. 1. SEE EXTERIOR ELEVATION & ANCHOR SCHEDULE FOR ANCHOR LOCATIONS AND/OR SPACING. 7. E SHALL HAVE CRETE HCOMPRESSIVE OST RSTRENGTH. 3.000NPSI MIN 2. NO ANCHORS REQUIRED AT FRAME HEAD. GROUT —FILLED MASONRY SHALL BE ASTM C90 BLOCK WITH MIN 2,000 PSI GROUT. 3. ANCHOR SCHEDULE GIVES MAXIMUM CORNER DISTANCE AND SPACING. 8. WOOD HOST STRUCTURE SHALL BE 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH "SOUTHERN PINE" G=0.55 OR GREATER DENSITY. MANUFACTURERS' RECOMMENDATIONS. 9. WHERE EXISTING STRUCTURE IS WOOD 5. 3/8' SLEEVE ANCHOR OPTIONS FOR INSTALLATION TO CONCRETE OR FRAMING, EXISTING CONDITIONS MAY VARY. FIELD GROUT —FILLED VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD BLOCK: FRAMING MEMBERS, NOT INTO PLYWOOD (U.N.O.). 3/8" RED HEAD DYNABOLT SLEEVE ANCHOR 10. 'STEEL` SUBSTRATE SHALL HAVE 1890 (0.048) WITH 1-1/2" MIN EMBED, 2-1/4" MIN EDGE DISTANCE. MIN THICKNESS. 3/8" HILTI HLC SLEEVE ANCHOR WITH 1-1/4" MIN EMBED, 4" MIN EDGE DISTANCE 11. MACHINE SCREWS USED WITH SLEEVE 5. 3/8' LAG SCREWS SHALL HAVE 2" MIN EMBED & 1-1/2" ANCHORS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT MIN EDGE DISTANCE. OF THREADS IN BASE ANCHOR. 3/16" TAPCONS W/ 1 1/2" MIN. EMBEDMENT & 2 1/2" MIN. EDGE 12. MASONRY WIRE ANCHORS ARE ONLY APPLICABLE DISTANCE. AT JAMBS. FLORIDA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE) DOUBLE & SINGLE SERIES 8080 & 4080 &2020 TILTECO, INC. OUTSWING COMMERCIAL GALVANNEAL OR DRAWN BY: STAINLESS STEEL FRAME DOOR M.P FLUSH OR EMBOSSED Z�71E�V � O I Nc. DAYBAR INDUSTRIES LTD os/3o/2020 TILLIT TESTING & ENGINEERING COMPANY 50 WEST DRIVE, BRAMPTON. DATE 6355N.W. 36th. St. Ste. 305, MRGINIA GARDENS, FI. 33106 Phone : (305�671-1530 . Fax : (305)871-1531 ON CANADA, LST 2J4 TEL• 905 625-8000 20- 1 56 e—mail: tilteco0ool.com FAX: 905 625-4204 CA-0006719 ray. no ocscwrmoN DATE Inv. No DEscnrllatr DATE DRAWING No WFLORI A. ic. # 4r. P.E. FLORIDA Lic. 44167 1 OLD t7-135 06/30/2020 a — s SHEET 10 OF 10