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HomeMy WebLinkAboutAPPROVED NOA GENERAL NOTES AND SPECIFICATIONS: 1. DOUBLE & SINGLE SERIES S EMBOSSED DOOR SHOWN ON THIS PRODUCTTEVALUATIOND CUM DOCUMENT HAS COMMERCIAL STEEL BEENVERIFED FOR CODE COMPLIANCEINFRAME SHEETS CONTENT: ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. DOOR MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. SHEET #1 INDEX, COVER SHEET & GENERAL NOTES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620 & 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.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEET 3. SHEET #3 MAX. DESIGN PRESSURE RATING (psf.) SCHEDULE. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL 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 W/ MAX. (A.S.D.) SHEET #5 COMPONENTS. DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3. SHEET #6 DOOR CONSTRUCTION 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 MENTIONED CODE AS PER PROTOCOLS TAS-201, TAS-202, TAS-203 AS PER CERTIFIED TESTING SHEET #8 HORIZONTAL SECTIONS & VERTICAL SECTIONS AT HARDWARE. LAB. REPORTS #CTLA 2045W, #CTLA 2045W-1, #CTLA 2045W-2, #CTLA 2045W-3 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTIONS 1616 & 1604 OF THE FLORIDA BUILDING CODE. SHEET #9 RIM EXIT DEVICE W/ REMOVABLE MULLION. 2. ALL COMPONENTS SHALL BE AS SPECIFIED ON APPLICABLE DETAIL SHEETS AND AT BILL OF MATERIALS (SHEET 4) OF SHEET #10 ANCHOR DETAILS & MAX. SPACING SCHEDULE. THIS DRAWING. 3. COMPLIANCE OF EGRESS / ESCAPE REQUIREMENTS OF THESE DOORS PER FLORIDA BUILDING CODE TO BE DETERMINED BY BUILDING OFFICIALS ON A CASE—BY—CASE BASIS. 4. ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO METAL) 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 W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 5. ALL WELDING TO CONFORM W/AMERICAN WELDING SOCIETY A.W.S. D.1.3 AND D-19.0 REGULATIONS WITH E60XX ELECTRODES, FOR GALVANNEAL MATERIAL, AND W/AMERICAN WELDING SOCIETY A.W.S. D.1.6 REGULATIONS W/ E-308 ELECTRODES (FU=80k.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. 8. THIS DOOR WILL NOT_REQUIRE A HURRICANE PROTECTION_ DEVICE. 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, MUST BE SOUTHERN PINE W/ G=0.55, AND SHALL COMPLY W/ SECTIONS 2411.3.3.3; 2326 OF THE FLORIDA BUILDING CODE. 12. 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.E.D.) PREPARED BY THIS ENGINEER 15 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. (c) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) ORIGINAL P.E.D SHALL BEAR THE DATE, SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT �v�1111111I1111///j� PREPARED IT. 1+,.�° cG, P' T ILZ.17 i FLORIDA BUILDING CODE (HIGH do NON HIGH VELOCITY HURRICANE ZONE) 14. PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORD,,, � DOUBLE & SINGLE SERIES 8080 & 4080 ' G WITH SECTION 1709.5 OF THE FLORIDA BUILDING CODE. � \,� EMS C2020 TILTECO, INC. OUTSWING COMMERCIAL GALVANNEAL OR DRAWN BY: ONE LABEL SHALL BE PLACED FOR EVERY OPENING. Z STAINLESS STEEL FRAME DOOR M.P N0. 44167 FLUSH OR EMBOSSED = I L E C O ING. DAYBAR INDUSTRIES LTD 06/30/2020 • 50 WEST DRIVE. EIRAWPTON, OATS TI55N. TESTING e. ENGINEERING COMPANY ,..TAT E �F :cv � 83ssN.W.38th.St., Ste.305,V112GINIA GPRDENS, Fl.33188 ON CANADA, L6T 2J4 THIS DRAWING SHALL ONLY BE USED TO 7 ' FL�R,aa �� Phone : (305)871-1530 . F.. :(305)871-1531 TEL' 905 625-8000 20-156 wil: FAX: 905 625-4204 OBTAIN PERMITS IN THE STATE OF FLORIDA %, w,C� FAX: COm per.�, ��ePT101, I �� WV.,� o ,� DRAWING "° F� \ WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 4-4167 = OLD t7-135 ofi/30JZo2o ` SHEET 1 OF 10 11 t 8'-4' MAX OVERALL 4'-4' MAX OVERALL DET. 1/ <TYP,) DET. 1/ (TYP,) 8'-0' MAX 4'-0' MAX DOOR WIDTH ANCHORS DOOR WIDTH NOT REQ'D o 0L_wwVio AT HEAD pwwwN E ANCHORS OPTIONAL DECORATIVE x z U as- OPTIONAL: DECORATIVE = z m o 7 NOT REWD MULTI-PANEL EMBOSSING Z w o¢¢F MULTI-PANEL EMBOSSING U w a Z f AT HEAD (PATTERNS MAY VARY) ¢a U ti w (PATTERNS AY VARY) z J U¢¢W B \ ¢pU��w wwx .� x wwx0r-= wx¢q¢�n ww< F-7: 0_'UY �Uf N N h MD 3 3 0 r'--- ----� r--- 8 r-- \ J¢ cq r--- 71, r----1 r-__71 r-- �� r---71 `r-- wf J `\ -j 1 2 1 oUx J 1 `"zw w 6 8 6 �wz w 8 / \ 13< z ¢ o ¢ I ') DOOR PANEL ¢x p o ¢p DOOR PANEL U 0 Z f w CONSTRUCTION —L-f w CONSTRUCTION ¢ p ¢ o= MAY VARY cy a ¢ o= MAY VARY w¢ f ! o (REF 'DOOR PANEL p f ! o (REF 'DOOR PANEL w g 00 p CONSTRUCTION �` 07 p CONSTRUCTION o' OPTIONS' DETAIL)/ q OPTIONS' DETAIL) / 0 aO \ o, Zo � \ / m \ / =cl,.oy.a` f'1 �=Jow 6 ��J��U ^�GwW / a a / (SIM.) o'aa "u,tn O w w N -jF7Hq �pZ(wj 0yC� =�Z UR1� 7 r� 8 / ¢W�~mow / 8 v�i aLd LLI ' U w - - - - - wU¢q¢� CSIMJ m _ w"aaar=i, I I I I o' f REF ANCHOR SCHED ' f REF ANCHOR SCHEDULE REF ANCHOR SCHED I I T REF ANCHOR SCHEDULE FOR MAX CORNER -j---{ FOR MAX SPACING AT SILL FOR MAX CORNER -f---{ FOR MAX SPACING AT SILL DISTANCE AT SILL ON SHEET 10 DISTANCE AT SILL ON SHEET 10 ON SHEET 10 ON SHEET 10 )K NO 18 REQUIRED AT SINGLE DOOR, DOUBLE DOOR EXTERIOR ELEVATION: SERIES 8080 SINGLE DOOR EXTERIOR ELEVATION: SERIES 4080 o.��Q ` •• �+[�I ' .JrQ'�.� FLORIDA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE) -Z` ••''\\U `' l+ � DOUBLE & SINGLE SERIES 8080 8c 4080 S 02020 TILTECO• INC. OUTSWING COMMERCIAL GALVANNEAL OR DRAWN BY: No. 4�167 STAINLESS STEEL FRAME DOOR M.P FLUSH OR EMBOSSED L E C 0 ,Nc. DAYBAR INDUSTRIES LTD Ofi/D TE020 Q� TILLIT TESTING do ENGINEERING COMPANY WEST oNCAN�Ip L64aN, \�``� ssxsNP wm (3 sy87s i1-�'s wFaNw 1 s_531 TES 9os szs-soap 20-1$6 FAX: 905 625-4204 . ^I/•.•• k,\ �� e-mail: tiltecomool.com DRAWING No V� ` ALTER A.CA-TILLT1Jr. P.E. ' OLD 17P136 06/30/2020 fir.No oEscRlvnox Dire z SHEET 2 OF 10 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 SERIES 8080 DOOR SERIES 4080 DOOR SHEET 5) ANCHOR SPECIFICATIONS AT JAMBS (SEE SHEET 2) (SEE SHEET 2) 35 0. 157" DIA.x9 1 /2" LONG WIRE ANCHOR (SEE DETAIL 1/10) +50, —50 +70, —70 36 2 PIECE C❑MBINATION STUD ANCHOR (SEE DETAIL 5/10 & 5A/10) +50, —50 +70, —70 37 EXISTING MASONRY ANCHOR & E,M,A, (SEE DETAIL 2/10) +50, —50 +70, —70 37 EXISTING WOOD BUCK ANCHOR +50, —50 +70, —70 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 DETAIL 4/10) 37 CHANNEL IRON THROUGH BOLTING W/3/8" x 3 1 /2" +50, —50 +70, —70 STEEL FLAT HEAD MACHINE SCREW & E.M,A, (SEE DETAIL 6/10) CHANNEL IRON W/3/81/ STITCH WELD (SEE DETAIL 7/10) +50, —50 +70, —70 NOTES ON FRAME HEAD REQUIREMENTS 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 F❑LLOWING DETAILS AS PER SECTION E, SHEET 7 & DETAIL 7 ON SHEET 10, 3, FOR SINGLE & DOUBLE DOORS INSTALLED AT CONCRETE /MASONRY BUILDINGS, DOOR HEADS NEED NOT BE ATTACHED TO EXISTING BUILDINGS HEADER. APPLICABLE TO SECTIONS !1od � FLORIDA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE) ErIse '��i DOUBLE & SINGLE SERIES 8080 & 4080 02020 TILTECO, INC. OUTSWING COMMERCIAL GALVANNEAL OR DRAWN BY: STAINLESS STEEL FRAME DOOR M.P 44167 - FLUSH OR EMBOSSED 1 L E C DATE O INC. DAYBAR INDUSTRIES LTD os�ao ' TILLIT TESTING & ENGINEERING COMPANY 50 WEST DRIVE, BRAMPTON. ` STATE OF/ :c� 6355N.W.361h.St. Ste. 305,VIRGINIA GARDENS, FI. 33168 ON CANADA. UT 2J4 e Phone : (305)871-1530 . Fox :(305)871-1531 TEL' 905 625—BOOR 20—1 56 e—mail: titteco®aol.com FAX: 905 625-4204 v +, � �� CA-0006719 IfEV.Ne DESMPDON DATE REV,No DE Ipnom DATE DRAWING No S' WALTER A. TILLIT Jr. P.E. / OLD n—ts5 06/30J2020 a FLORIDA L1c. # 44167 r 4 SHEET 3 OF 10 Hill BILL EE MATERIALS: ITEM DESCRIPTION MATERIAL SIZE AND SPEC'S 1 PERIMETER FRAME (HEAD, SILL, JAMB) 16ga (0.051') GALVANNEALED STEEL, (Fy=45ks1, Fu=52ksl) OR AISI 304 SERIES STAINLESS STEEL ASTM A653, TYPE B, WITH A40 PAINTABLE GALVANNEAL COATING (Fy=45ksl, Fu=101ksl). 2 DOOR PANEL ASSEMBLY (FLUSH OR EMBOSSED) GALVANNEALED STEEL, ASTM A924, ASTM A653, TYPE B, WITH A40 PAINTABLE <Fy=45ksi, Fu=60ksi) OR AISI 304 SERIES STAINLESS GALVANNEAL COATING STEEL (Fy=45ksl, Fu=101ksi). 4 THRESHOLD, HAGER 477S EXTRUDED ALUMINUM 6063-T5 WITH VINYL BUMPER 5 THRESHOLD, HAGER 520S EXTRUDED ALUMINUM 6063-T5 WITH VINYL BUMPER 6 DOOR TOP/BOTTOM CHANNEL, 1.6875' x 1.439' 16ga (0.051') 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 (STANDARDN HAGER #BB-1191 STAINLESS STEEL (PER MFR'S SPECS) IOA FULL MORTISE HINGE (HEAVY), HAGER #BB-1168 STEEL (PER MFR'S SPECS) IOB 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 STRIKEI HAGER 4923E STAINLESS STEEL <PER MFR'S SPECS) 15 CYLINDRICAL LOCK: HAGER 3400 OR 3500 SERIES STAINLESS STEEL (PER MFR'S SPECS) 16 DEAD BOLT, 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 89a GALVANNEAL STEEL OR STAINLESS STEEL FOR MORTISE HINGES ONLY) 20 FRAME HINGE REINFORCEMENT (REQUIRED FOR 8ga GALVANNEAL STEEL OR STAINLESS STEEL MORTISE HINGES ONLY 21 ASTRAGAL STRIKE REINFORCEMENT 12go GALVANNEAL STEEL OR STAINLESS STEEL 22 FRAME STRIKE REINFORCEMENT 14ga (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 IBUTTERFLY ANCHOR CLIP, EMA #PT1-008 STEEL <PER MFR'S SPECS) 28 IMASONRY WIRE ANCHOR STEEL, Fy=40ksl, Fu=96ksl 29 CLIP-IN STUD ANCHOR 20ga (0.035') ASTM A653 A-60 GALVANNEALED STEEL 30 ASTRAGAL WEATHERSTRIPPING, HAGER 872S PER MFR'S SPECS (NEOPRENE INSERT) 31 ASTRAGAL WEATHERSTRIPPING, HAGER 874S PER MFR'S SPECS (NEOPRENE INSERT) 32 PRESS-ON WEATHERSTRIPPING: HAGER 726S SILICONE, SELF-ADHESIVE 33 PERIMETER WEATHERSTRIPPING, HAGER 891S PER MFR'S SPECS (VINYL BUMPER) 34 DOOR SWEEP, HAGER 770S PER MFR'S SPECS (VINYL BUMPER) 35 WIRE MASONRY FRAME ANCHORS STEEL W/ MIN. YIELD STRENGTH = 40.2Ks1 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 #PT1-008) 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 1 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 USE AT FLORIDA BUILDING CODE (HIGH IN NON HIGH VELOCITY HURRICANE ZONE) w� GIv S^ /�� ®2020 rnTEco, INC. OUTSWING COMMERCIAL AL DOUBLE & SINGLE EGA$VANNEAL OOR DRAWN BY: W AISI 304 SERIES STAINLESS STEEL WITH Fy =45,75 Ksi e :. `\ �` ' 80 AND F u= 101.38 K s 1 STAINLESS STEEL FRAME DOOR M.P 4 467 FLUSH OR EMBOSSED cc= FILTE C O lNe. DAYBAR INDUSTRIES LTD 06/D DATE S, OF ZQ TILLIT TESTING & ENGINEERING COMPANY 50 WEST DRIVE. BRAMPTON. ',• � 6355N.W. 36th. St Ste. 305,VIRMNIA GARDENS. Fl. 33166 ON CANADA, L6T ZJ4 i Q- •'� Phone : (305p71-1530. Fax : (305)871-1531 TEU 905 625-8000 20-156 i FL 0 fk e—mail: tilteco®ool.com FAX: 905 625-4204�� \\ CA-0006719 DRAWING No �//�''•.• r` \ REV.Me DEeCRIPTION GATE REV.No OESQIPtlafl GATE ��C t v '�Y �\\\\\\ WALTEFLORIDAU ILLO Jr. P.E. 1 OED 17-135 05/-/-20 s !!! " �\ # _ SHEET 4 OF 10 v 2.000' 0 3.250'— 1.688' -(2)1/8'0 SPOT 1688' •WELDING HOLES e N _ � �VINYL BUMPER r � r � cu68 0.75Q ~ 4 _�_ J ` io N a. 0.074' � W 45' N•~Y�I I , o U^ 0.074' o a� �2pp6 Apo m TYPICAL LENGTH,9' R TYPICAL ci N ® THRESH❑LD(520S) 0.574 I LENGTH:16-1/4' ______JJJ___ \Ir• I Ibga (0.051'MIN) 2000� GALVANNEALED STEELY' 2 SURFACE BOLT N o � M DOOR CLOSER 4s7 1 VINYL 1-2.000•— BUMPER EINF❑RCEMENT WIRE ANCHOR ,0�1� 1�0 6.750 1.zsor �2 ® — FOR DETAIL #21/17 Ol PERIMETER_FRAME I--4.991'� STEEL WIRE ANCHORS 3� EMA BUTTERFLY ANCHOR 10.000, (0.157" DIA, 9 1/2" LONG) IN HORIZ. (PART #PT1-008) Fu Min.=95.9 Ksi, Fy Min.=40.2 Ksi FOR DETAILS 2/10 3/10 4/10 & 6/10 MATERIAL: 16 GA SATIN COAT O5 THRESH❑LD(477S) 0 o n „ a O 0 0 O N 112, #10-24x1 1/2" THRU BOLT 0131 ITHICK ®® 1 II I o.os1• 1.563' 19 DOOR STILE HINGE REINF L- OA32' ) ei TYP -- 0 1' Max, —� 0.75 LEAF TO SNAP e.7so DOOR TOP/ ANOTHER PIECE „�� B T❑M CHANNEL 4—— o o —--� O7 DOOR SNAP—IN x o o 0 0 m x n a o LEAF TO SNAP 3/32 x 1/2 HOLES TOP/BOTTOM CAP _ X " ANOTHER PIECE \mob TO PERMIT SNAP 0.134'THICK TO ANOTHER PIECE • 0.6�555 20 SURFACE BOLT FRAME HINGE REINF 38 L625' o� N 000-- � n \2 30 ASTRAGAL AIM SEAL(872S) <a NEOPRENE INSERT A012) ca <a o F YP• J 2 N 31 ASTRAGAL o 1. N asoo SEAL(874S) 1a's' 2 PIECE C❑MBINATI❑N STUD 39 REMOVABLE ANCHOR FOR DETAILS #5, 5A/10 SELF-ADHESIVE MULLION oo MULLI❑N CUPIN STUD ANCHOR MATERIAL: GAUGE STRIP m GAL 20 (0.035) ASTM A-653, 0° STEEL0 �= m A-60 GALVANNEALED STEEL. 3z PRESS—ON SEAL N o.750'}- THICK) o 6 0,875' VINYL 0 c BUMPER N m O 1.374' Ira A A Ai I+ � iu 1.375' ,500' of 33 PERIMETER BUMPER_ 21 ASTRAGAL uuttttoiir:a�� FLORIDA BUILDING CODE (HIGH do NON HIGH VELOCITY HURRICANE ZONE) STRIKE REINF1� , DOUBLE & SINGLE SERIES 8080 & 4080 'KE: +R s,� ®2020 TILTECO, INC. OUTSWING COMMERCIAL GALVANNEAL OR DRAWN BY: VINYL INSERT •'• \�1 ENs ��io STAINLESS STEEL FRAME DOOR M.P (C Z FLUSH OR EMBOSSED _ /�7:i7L: E DAYBAR INDUSTRIES LTDo6/30/2020 D❑❑R SWEEP 44167 = DATE COMPONENTS s y_ TILLIT TESTING ENGINEERING COMPANY 50 WEST DRIVE, BRAMPTON. • R 6355N.W. 36th. St.,Ste.305.VIRGINIA GARDENS, Fl.33166 ON CANADA, L6T 2J4 Phorxt (305)671-1530 Fax (305)671-1531 TEL: 805 625-8000 20-'56 - _1? STATE OF e-mail: tilteco®Ool.com FAX 905 625-4204 CA-0006719 DRAWING No -/ REV.N. I DESCRIPNON DATE ,PXV.No i oHscR�rHaHI DATE �e O; WALTER A. TILLIT Jr. P.E. OLD7 `17-135 106/30/2020 s FLORIDA Lic. # 44167 Y 4 SHEET 5 OF 10 !j,"�lJN REF SECTION DETAILS FOR 01 VERT STIFFENER WELDED TO DOOR KIN AT TOP & BOTTOM AT LOCK AND HINGE STILE 18 a GALVANNEAL OR 6' FROM LOCK STILE, FORMED USING 2 GALV STEEL CHANNELS: REF SECTION REINFORCEMENTS. g OUTER 1.687' X 1.00' X 14ga (0.078') DETAILS FOR STAINLESS STEEL SKIN: FLUSH OR 7 SNAP-IN CHANNEL, EMBOSSED FINISH INNER: 1,50' X 1,0' X 14gn (0.078') HINGE STILE REINFORCEMENT SECURED WITH G.E. SILICONE II TOP CHANNEL, I --6' FROM LOCK STILE GELDED TO DOORPSOKINS PAPER HONEYCOMB FILL (3/4' CELLS) OR 1.5 PCF PAPER HONEYCOMB FILL POLYURETHANE OR 12.5 PCF MINERAL BOARD AT 3' O.C. GLUED TO INTERIOR DOOR SKIN SURFACE BOLT REINF, REF SECTION DETAILS FOR 1QVERT STIFFENER WELDED AT TOP,BOTTOM, & TO EXTERIOR DOOR SKIN CLIPPED TO TOP CHANNEL LOCK AND HINGE STILE (6' O,C„) LOCATED AS SHOWN, FORMED USING Q2 GALV STEEL CHANNELS: REF SECTION (WHERE APPLICABLE) REINFORCEMENTS 189a GALVANNEAL OR OUTER, 1,687' X 1.00' X 14ga (0.078') DETAILS FOR - -- --- -SO, IN SAME POSITION STAINLESS STEEL SKIN: FLUSH OR INNER: 1.50' X 1.0' X 14ga (0,078') HINGE STILE IUDOOR CLOSER REINF, EMBOSSED FINISH REINFORCEMENT CLIPPED TO TOP CHANNEL (WHERE APPLICABLE) 000000°0000°0000°o°000 O°oOo°ooOo°°p°000 O00000°o°o Oop°oOop000aOo°°o o�0000aooa°o�°°o 000 oal ?2------2-------1 °o�°°oo°o a-oOo°o°°ao o opoo°ppao°O O°000p�pOOppo°°OO°oo°°o •°•°•.�oo'°-°°o°°o°o oe°°oop o�°o°OooO o°ppaopO p uopOppo°o OO oO°oopoo°opoo°°OOO�p00000D°mpoo op6oDooOo°o°�000 ppoO pp6 oo°DO Oo°°opoo pppoO OpDo°°°OOoo°oppaopoppD O�Oop°oOoOO OpapOOoO°epo°°O000po°o�Oo°°�000 oaoo°op aOopOo°p D000pOoo°ap po°oppop°oOeOO opoo°oop o°°oppop°oOOo Oo 000°°p po°°DppOo°OoaD°°o o a°poo°°o CoOp po°O°OO°pO°�° ' ® SURFACE BOLT REINF, aop p < poo __ 6' FROM LOCK STILE LAMINATED TO DOOR SKIN - - (WHERE APPLICABLE) EXANDE .5 PCF STYRENE FILL \POLPYURETD HANEYORY12.5EPCF MINERAL BOARD. SHALLFILL Q PCF DENSITY) ORICOMPLY W/ SECTION 2615 OF THE FLORIDA BUILDING CODE. GLUED TO INTERIOR DOOR SKIN ©BOTTOM CHANNEL, WELDEDSPOT FIBERGLASS INSULATION TYPICAL RIB FORMED SKINS AT3' O T DOOR C. REF SECTION DETAILS FOR FILL BETWEEN RIBS VERTICAL INTERLOCKING GALV STEEL RIBS' ' USING <2) INTERLOCKING LOCK AND HINGE STILE AT 3 FROM EACH STILE & 6 D.C., GALV STEEL CHANNELS, REINFORCEMENTS 18ga GALVANNEAL OR WELDED TO BOTH DOOR SKINS AT 6' D.C. 2-1/2, X 1-3/4' X 20ga (0.040') STAINLESS STEEL SKIN: FLUSH OR (2)SNAP-IN CHANNEL, EMBOSSED FINISH SECURED WITH G.E. S - REF SECTION ILICONE II DETAILS FOR HINGE STILE 1, Imo_REINFORCEMENT TYPICAL DOOR TOP & BOTTOM AT END 6' O.C. TYP" L 6' O.C. TYP 3' AT END—— STEEL RIB FILL I CONSTRUCTION (VERTICAL SECTION) DOOR PANEL CONSTRUCTION OPTIONS (HORIZONTAL SECTIONS) s JAM JAM 44167 FRAME 1 FRAME 1 _ -� �= 1-trATF OF DOOR STILE HINGEF�a7R i W �I REINF- 1.25' X 10' �6 4 W ® z ©FRAME HINGE REINF: €°f'��`uo%J/1fAl_' �1GN�a�`�a Z INTERIOR = 1,563' X 8.75' jo1111i111111110�`` H #12-24 X 3/4' SCREWS TO INTERIDR EACH HINGE LEAF AT = W - 4 CH HINGE X v2• scREws FLORIDA BUILDING CODE HIGH dt NON HIGH VELOCITY HURRICANE ZONE FROM TOP & BOTTOM ACH HINGE LEAF z Z O.C. THEREAFTER (8 TOTAL PER HINGE) DOUBLE & SINGLE SERIES 8080 & 4080 z �_ _ - 02020 TILTECO, INC. OUTSWING COMMERCIAL GALVANNEAL OR DRAWN BY: W W 8 HAGER RDTON CONTINUOUS EXTERI�t `_ MORTISE HINGE: 0 , 0 STAINLESS STEEL FRAME DOOR M.P (� EXTERIOR ,EARED HINGE, 7CONTINUHD ® ® FLUSH OR EMBOSSED HAGER BB1279 O BB 91 �L E C O (4.5' X 4.5' X 0.134') INc. DAYBAR INDUSTRIES LTD o6/sD/2o2o HAGER BB1168 OR BB1199 DATE 1/fi SECTIONS AT HINGE STILE (4.5' X 4.5' X 0.180') TILLIT TESTING & ENGINEERING COMPANY 50 WEST DRIVE. BRAMPTON. 6J55N.W.36th. St. Ste.305.VIRGINIA GARDENS. Fl. 33156 ON CANADA, L6T 2J4 Phase : (305)a71-1530 . Fft : (305)871-1531 TEL 905 625-8000 20-156 e—moil: tilteco®aol.com I FAX: 905 625-4204 DRAWING No CA-0006719 REV.No I DESpaPigN I DATE IM.Kof OFSd6PT10N I DALE WALTER A. TILLIT Jr. P.E. I t I OLD 17-135 106/30/20201 a FLORIDA Lic. 1 44167 s 4 SHEET 6 OF 10 MIN, 2-2"x4" POURED WOOD PLATE CONCRETE HEADER X REQ'D, i -� z O � 1/2` MIN. GYPSUM O I-i WALL BOARD OR _ PLYWOOD SHEATHING 1 (BEY❑ND) 45 deg MITERED J❑INTS WITH (5) 717� 32 & 33 32 & 33 KNOCK-DOWN CORNER TABS. X I 1H OPTIONAL;FACES Q i 9 (GRIND SMOOTH) 32 & 33 SEE MULLI❑N i INSTALLATI❑N o 0 \ SHEET 9, AS �--+ APPLICABLE Li L w9' _ I �1 BEY❑ND w FRAME CORNER:TABBED LD KNOCKDOWN ASSEMBLY W11 IAII I I C❑NTINUES SAME = AS SECTI❑N D-D LL CAT BOTTOM) SECTION E-E Q , STRUCTURAL LL_ z STEEL CHANNEL STRUCTURAL MEMBER AT HEADER MUST BE DESIGNED TO o MIN, 18 GAGE CARRY 174 #/FT & BE REVIEWED BY BUILDING ❑FFICIAL Q l Q SEE DETAIL IY ". z 7/10 w > H- i I Li L,J J LLJ A w , LL1 = T t� p�,\ . //,I'll, cn o \,\C EN W H i 67 4 & 5 I �FLOEIR w STATE OF Q ' LINE % �� • ,� �0RIDrr ���C�'�`< JNAL i— � Z POURED 40 CONCRETE 3/16°� TAPC❑NS FLORIDA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE) REQ'D @ 129 O.C. MAX, DOUBLE do SINGLE SERIES 8080 & 4080 c202O 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 I L E C O iNc. DAYBAR INDUSTRIES LTD 06/30/2020 AS SECTI❑N D-D DATE LATCH ONTO REINFORCED JAMB TILLIT TESTING do ENGINEERfNG COMPANY SO ON�CANADA LOT 8355 DBth.St, Ste. 305, GARDENS, FI. 33168 (AT BOTTOM) Ph TEL'' 905 625-8000 20-156 Phone (3p5)871-1530 .Fa.Fax : (30.S)877-1531 e—moil: tilteco®aol.com FAX: 905 625-4204 SECTION R LJ R U CA-0006719 DRAWING No Rev.No 0escrorrw6 Dire Rev.No OLscR�riOx w�rz WALTER A. TILLIT Jr. P.E. I , I ow 17-135 �6/30/20201 3 FLORIDA Uc. # 44167 2 1 1 1 4 SHEET 7 OF 10 1 STRIKE PLATE SEE SHEET 9 GROUT BACK-FILL 11 RIM EXIT DEVICE: = Q1 HEAD FRAME (GROUT HEAD FRAMEQ 1 O GASKET BACK-FILL) WITH SLOTS SVR TOP STRIKE; HAGER 4500 INTERIOR (-.) INTERIOR HGA 361 I DRILLED TO RECEIVE BOLTS HAGER 4923E SERIES Lj I- 2 JAMB FRAME <C (..) L J yr• r4. : �; =j.; yr .� . ;•t. �;,f (� Q RIM STRIKE: I— �' .'f- 's t H e,` , 1°_, •y.. ,3: }!- a •'•: w•'•' :. J HAGER 492OF H ' '' LS::`; :,;�..,+•! ', :`liy:• ,; ,: ! r. DOOR ~ 3 1 r. aiD r. - .' p PANEL W J = x F W WZ_ EXTER TRIM MAY VARY EXTERIOR z EXTERIOR 3 SVR EXIT DEVICE ® SURFACE BOLT, SVR TOP (REF MFR'S SPECS) H © HAGER 275D, LATCH- - HAGER 4500 SERIES 8' LONG (18) HAGER 4928 ASTRAGAL t4) #10-24 ® SVR EXIT DEVICE: SEAL (X2): THRU BOLTS EAC --- <2) 1/4-20 HAGER 4500 INTERIOR INTERIOR HAGER THRU BOLTS SERIES 872S W JAMB FRAME QI , W DC E.U U o Eli, O W O A AppI11hh111N1/f//, DOOR DOOR 4'F \tip A PANEL PANEL SURFACE BOLTS SVR EXIT DEVICE ;; �� .• ••• ��j '% w - w �- (� 4�16767 EXTER TRIM MAY VARY 3 VERTICAL SECTION AT DOOR HEAD - (REF MFR'S SPECS)` i- -J EXTERIOR EXTERIOR _ L--------- ________ EXTERIOR TRIN +_ MAY VARY (REF MFR'S SPECS) _ MORTISE LOCKSET,© \ cc ccJ a STATE ORij�OF Q r HAGER 3800 SERIES G 1 C — Ir d-" <�)'• P, IL - 1© MORTISE LOCKSET 31 ASTRAGAL SEAL HAGER 3800 SERIES ; i0 HAGER 8745 (JAMB FkAMEO--- LEVER OR SVR TOP l9fttlfl�tldttlt4 Y \. KNOB MAY 18 SURFACE BOLTS: LATCH: U I VARY HAGER 275D HAGER DISTANCE: INTERIOR (REF MFR'S I — ® SURFACE BOLT, THROW _1 DEADBOLT - 1' \SPECS) � ^�I I INTERIOR 8AGER 275D. 4 LONG (18) ______-_ 10 4927 LATCH - 3/4' _ Ld y\, ' I DOOR PANEL L — DOOR; PANEL SMS C4) #10-24 ® AT 8' � f #6 (2) 1/4-20 O;C, THRU BOLTS EAC SMS THRU BOLTS 3 AT 8' 3 b L b o .� FRAME STRIKE FT���IOJRj LEVER OR KNOB MAY VARY _ O.C. N?REINF (REF MFR'S SPECS) EXTERIORDOOR LOCK STILE d REINF © — - ASTRAGAL SEAL, ®CYL LOCK: HAGER H GER 874S REF ANCHORS REF ANCHORS CYLINDRICAL LOCK HAGER 3400/3500 SERIES 05 THRESHOLD: THRESHOLD, 3400/3500 SERIES SCHEDULE FOR SCHEDULE FOR DEADBOLT: HAGER 3100 SERIES HAGER 4775, WITH ® DEADBOLT, HAGER SILL ANCHORS HAGER 520S SILL ANCHORS (JAMB FRAME 1 3100 S RIES SLOTS DRILLED TO & SPACING SHEET 10 4 Y LEVER OR RECEIVE BOLTS � & SPACING SHEET 10 KNOB\ VARY MAY J THROW (REF MrR'S ,J ®SURFACE BOLTS- 0 SURFACE BOLTS SVR EXIT DEVICE DISTANCE: INTERIOR "� SPECS) HAGER 275D INTERIOR J DEADBOLT - 1' J Q LATCH - 1/2' DOOR U I I I PANEL 4 VERTICAL SECTION AT DOOR SILL ti- DOOR PANEL I _ I 8 Z FRAME STR FLORIDA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE) J KE J V REINF EXTERIOR, KNOB MAY VARY OUTSWING COMMERCIAL EXTERIOR DOUBLE & SINGLE REGA$VANNEAL OOR DRAWN '—J LEVER OR DOOR LOCK STILE _ — _ (REF MFR'S SPECS) ®zazo TaTEco, INC. STAINLESS STEEL FRAME DOOR BY, REINF ® FLUSH OR EMBOSSED 1 SECTION AT LOCK STILE (SINGLE DOOR) 2 SECTION AT LOCK STILE DOUBLE DOOR 1 L E C O me. DAYBAR INDUSTRIES LTD 06/30/2020 DATE TILLIT TESTING do ENGINEERING COMPANY 50 WEST DRIVE, BRAMPTON, 8 SCALE: 3' = V-0' HORIZONTAL SECTION SCALE, 3' = V-0' HORIZONTAL SECTION 6355N.W. 36th.St, Ste. 303,VIRGINIA GARDENS, Fl. 33166 ON CANADA• L6T 2,14 Phone : (305)871-1530 . Fox : (3M)371-1531 TEL. 905 625-8000 20—1 56 e-mail: tilteco®ool.com FAX: $05 625-4204 DRAWING No CA-0006719 NEV.No I DESC15PIgN I DATE JKV.14.1 DAZE WALTER A. TILLIT Jr. P.E. 1 I OLD 17-135 06/30/2020 5 P FLORIDA Lic. # 44167 SHEET 8 OF 10 9.1-8620 FITTING (2) 1/4'-20 EXTERIOR (4) 5/16'-18 MACHINE SCREWS 1 HEAD (4) 5/16'0 S,D.S MACHINE TO MOUNT COVER SCREWS TO HEAD 1 --__ 5/8'xl'x4' __ = )30'111 MILD STEEL _ COVER 10 HEAD 41 e 0 3A' FULL 1 WELDED 41 FITTING STEEL 3.5' 39 EXTERIOR I I #8620 TOP 4© Ol HEAD— �,� J 1 I MULLION FITTING © 8620 FITTING STEEL 3 y #8620 TOP MULLION CONNECTION AT TOP (P LAN)FITTING STEEL SECTION EXTERIOR EXTERIOR 39 EXTERIOR O+ 4 MACHINE SCREWS @ HEAD & FLOOR. I T I #8620 BOTTOM 5/16'-18X1-1/4' I MULLION FITTIN I STEEL I 39 I I I ---J." I 5 - 3,0' 4 & O 1 I '• '• :.'.�.'••.': (4) 5/16'xl 5/16' 44p 8620 � .r* ��•+. �M.':�.:�, . POWER FASTENERS FITTING R CALK-IN ANCHOS 2,76' POURED Og O 8620 FITTIN CONCRETE 2.0 3.50' REQUIRED NOTCH OUT 2.0'x3,0' 39 (4) 5/16'0-18 POWERS ISOMETRIC ON THRESHOLD FASTENERS CALK-IN ANCHORS W/ 1' MIN. EMBEDMENT CONNECTION AT BOTTOM (PLAN) 11 STRIKE 3 lllll rl`</j��l��i PLATE 499 GASKET NG#361 EA, SIDE 1/8'x3/6' 16 CO `?��•.•'r'� APPLIED T • �;,V ENSF TO MULLION 2' 0 0 3,0' CALK-IN ANCHOR Z. 0 o. 44167 _ #86 BOTTOM MULLION 3,5• STATE OF � FITTING G STEEL GV NOTCH OUT 2.0'x3,0' MULLION FTTTING ��,,,�� �((}h��p�.\• ���\��a` 0TTHRESHNL3D TO 8620 }111����.n� 1lillti911 FLORIDA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE) WING MMERC ALEGALVANN AL 0 02020 TILTECO, INC. OUTS CO 80 OR DRAWN BY! EXTERIOR 39 VON .D U P R I N SERIES 9954 STAINLESS STEEL FRAME DOOR M.P (Wf 499 STRIKE PLATE) FLUSH OR EMBOSSED MULLION DOOR SEAL L E C O DAYBAR INDUSTRIES LID 06/ 0/2020 MULLION INSTALLATION 50 WEST DRIVE, BRAMPTON, TILLIT TESTING do ENGINEERING COMPANY ATE 6355N.W. 36th.St. Ste.305.MRGINIA GARDENS, Fl. 33166 ON CANADA. L6T 2J4 Phone : (305)871-1530 .Fox : (305)871-1531 TEL- 905 625-8000 20-156 e=mail: tiltecocaol.com FAX: 905 625-4204 CA-0006719 ACV.No ot6CEMON I DATE I REv No I DESaUMM wTa DRAWING Nb WALTER A. TILUT Jr. P.E. i OLD 17-135 06/30/202D a FLORIDA Uc. # 44167 2 4 SHEET 9 OF 10 POURED CONCRETE OR REQUIRED TO BE WOOD DOUBLE 2'x8' WOOD STUDS REQUIRED TO BE WOOD DOUBLE 2'x8' WOOD STUDS CONCRETE BLOCK W/ G = 0.55 NAILED T❑ SHEATHING REQ'D. W/ G = 0.55 LNAILED�TO SHEATHING REQ'D. WALL REQ'D GROUTED CONCRETE MAX. 1/4 (SPECIFIC GRAVITY) MAX. 1/4'BLOCK WALL REQ'D. ` SHIM SPACE (SPECIFIC GRAVITY) — MAX. 1/4' SHIM SPACE I SHIM SPACE ° ° JAMB 1D a_ Q° 3 (SEE SHEET 5) 3 (SEE SHEET 5) ° r � (SEE SHEET 5) ° 1,5000 d GROUT O EQ. Ei D. 0 I�° ° 1 `\ O 1 rSP❑T SPOT 1-- SPOT WELDS WELDS WELDS d ° 0 .Q ° '••� 3' MIN, 141 OEQ. EQ.4 a E'D ° 1 JAMB c d 1 JAMB CONTINUOUS ° 1 JAMB 4 CONTINUOUS CAULK 4 CONTINUOUS CAULK e ° ° AULK BOTH 4 CONTINUOUS CAULK BOTH SIDES (TYP.) BOTH SIDES (TYP.) DES (TYP.) 11 1/2' BOTH SIDES (TYP.) 3' 3' MORTAR MIN �— 4' MIN JOINT /3/8" FLAT HEAD STEEL 9 3/8' X 6' W❑OD RRI GE1 BOLT6 X 6' STEEL ® MASONRY WIRE ANCHORS IN HORIZ. MORTAR SLEEVE ANCHOR SCREW LAG BOLT W/ NUT AND WASHER. JOINTS; FILL JAMBSOI SOLID WITH GROUT PER (�4 )INSTALLATION OF 3/8"0 CARRIAGE TGi MIN. COMPRESSION STRENGTH 4) INSTALLATION OF 3 f 8"0 LAG OF 2.5 Ks (SEE SHEET 5) OINSTALLATION OF SCREW S TO WOOD FRAME WALLS BOOT-9 TO WOOD FRAME WALLS WIRE ANCHOR 35 SLEEVE ANCHOR TO SINGLE DOORS DOUBLE DOORS INSTALLATION TO MASONRY WALLS ANCHOR SCHEDULE SILL JAMBS SILL JAMBS MAX SPACE �' MASONRY WALLS SHIM SPA DETAIL ANCHOR SUBSTRATE CORNERS SPACING CORNERS SPACING CORNERS SPACING CORNERS SPACING � —JAMB O 2/30 3/9' SLEEVE ANCHORS 4 CONCRETE OR 6' 12' OC 6' 21' OC 6 12, OC 6' 21' OC G.F. MASONRY MIN, DOUBLE 2'x4' WOOD MIN. Fy=33Ksi STEEL S� CHANNEL, W/ MIN. 0 —SPOT WELDS 6/10 3/6' BOLT & NUT STEEL 6' 12' OC 6' 21' OC 6' 12' OC 6' 21, OC STUDS REWD W/ G = 0.55 18 GAGE WEB (SPECIFIC GRAVITY), AS SHOWN OR ® MIN. 3/10 3/8' LAG SCREWS WOOD 6' 12' OC 6' 16' OC 6' 12' OC 6' 12' OC DOUBLE 18 GAGE METAL STUDS (Fy=33 KsD JAMB 10 — 3/8'� BOLT 1.875 5/10 CLIP—IN STUD ANCHORS WOOD STUDS N / A 9' 17, OC N / A 6' 17' OC -- — i,460 t�`IAMB 1O O & NUT5A/10 CLIP—IN STUD ANCHORS METAL STUDS N / A 9' 17' OC N / A 9' 17' OC �- .875--� C 1 —SPOT WELDS 1/10 MASONRY WIRE MASONRY N / A 16' 16' OC N / A 16' 16' OC p 7/10 DIRECT WELD STEEL N / A 6' 21. OC N / A 3 SEE SHEET 5 00 ( ) CONCRETE OR D—D/7 3/16' TAPCON ITW/BUILDEX 5' 12' OC N / A N / A 5' 12' OC o /J --(4) GE SILICONE II vo❑D 1 �f SLANT ALL AROUND ANCHOR NOTES: 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES 1 STUCCO. FOAM, BRICK, AND OTHER WALL FINISHES. / 7. SEE EXTERIOR ELEVATION & ANCHOR SCHEDULE FOR ANCHOR LOCATIONS O AND/OR SPACING. 7. CONCRETE HOST STRUCTURE SHALL HAVE 5,6250 6 INSTALLATION OF 3 8� 3,000 PSI MIN COMPRESSIVE STRENGTH. ±0.625 .H. M.S TO STEELCHANNEL 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. 1,8750 8. WOOD HOST STRUCTURE SHALL BE f� FACE ELDS 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH 'SOUTHERN PINE" G=0.55 OR GREATER DENSITY. I \ AND GE SILICONE If MANUFACTURERS' RECOMMENDATIONS. TTNTT 9. WHERE EXISTING STRUCTURE IS WOOD c / ® CLIPIN STUD 1/8" 3/8"-12" O.C. SEALANT IN BETWEEN 5. 3/8' SLEEVE ANCHOR OPTIONS FOR INSTALLATION TO CONCRETE OR FRAMING, EXISTING CONDITIONS MAY VARY. FIELD p ANCHOR WELDS ALL AROUND GROUT—FILLED VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD } SEE SHEET 5 JAMB OR BLOCK: FRAMING MEMBERS, NOT INTO PLYWOOD (U.N.O.). ( ) 10. 'STEEL' SUBSTRATE SHALL HAVE 18 go (0.048) HEAD(1 3/8' RED HEAD DY M B D, SLEEVE ANCHOR MIN THICKNESS. 9 rF.H. #88 W 1-1 4" MIN. WITH 1-1/2• MIN EMBED, 2-1/4' MIN EDGE DISTANCE. >t / / 3/8' HILTI HLC SLEEVE ANCHOR WITH 1-1/4' MIN EMBED, EADED PENETRATION CUPIN STUD MIN. F -33Ksi STEEL 4' MIN EDGE DISTANCE 11. MACHINE SCREWS USED WITH SLEEVE WOOD SCREWS ANCHOR y— ANCHORS SHALL HAVE MINIMUM OF 1/2' ENGAGEMENT ANCHOR (SEE SHEET 5) CHANNEL, W/ MIN. 5, 3/8- LAGSCREWS SHALL HAVE 2' MIN EMBED do 1-1/2' MIN EDGE OF THREADS IN ME ANCHOR. MIN. GYPSUM WALL 18 GAGE WEB 3/16' TAPCONS W/ 1 1/2" MIN. EMBEDMENT do 2 1/2" MIN. EDGE 12. MASONRY WIRE ANCHORS ARE ONLY APPLICABLE BOARD OR PLYWOOD DISTANCE. AT JAMBS. SHEATHING (TYP.) t1lt�lt,aa FLORIDA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE) O �J r-iJ ' > ,TfLC�TI/�%s� 02020 TILTECO, INC. OUTSWING COMMERCIAL DOUBLE & SINGLE EGALVANNEAL OR DRAWN BY: INSTALLATION OF JAMB �' BEN SF ������ STAINLESSFLUSH STEEL FRAM EMBOSSED DOOR M.P OR INSTALLATION OF 2 PIECE CHANNEL TH RU FL2 �' Z I L. E C O 06/30/2020 COMBINATION STUD ANCHOR _ 44167 *_ INC. DAYBAR EINDUSTRIES LTD DATE No TILLIT TESTING do ENGINEERING COMPANY INTO WOOD FRAM OR 6355N.h. 38th. St Ste. 5i6 VFu : GARDENS, Fl.33166 ON - 905 ,5-T O 36 I TEL sos 62s-eoao 20—1 56 14 Phone 305�671-7530 Fox (305)871-1537 ETAL STUD WALLS AN C H 0 R DETAILS: = S1A1�of e—mail: FAX: 905 625-4204 DRAWING No REV.xo �SI:IpPT10N DAIS REV.Ne DtSCRIPTIOH oAtE o Q' _ WALTER A. TIWT Jr. P.E. 1 OLD t7-135 00/30/202D a fLQq�O a FLORIDA Uc. # 44167 a 4 SHEET 10 OF 10 L f)141911111It11\tii���