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08-471-021
EXTERIOR FINISH AS SPECIFIED --- CUT PANELS OUT ® EVERY QUAD—DECK BEAM SO THEY REST ON THE BEARING WALL (CONCRETE MIX FLOWS THROUGH) STEEL REINFORCEMENTS EXTENDS FROM WALL INTO SLAB 0 T—BEAM VERTICAL REINFORCEMENT AT REQUIRED SPACING REINFORCED CONCRETE CORE QUAD—LOCK TIE PARGING FINISH AS SPECIFIED -- R-22 WALL CONFIGURATION R-22 WALL CONFIGURATION NOMINAL CONC. WIDTH — TIE SIZE WALL WIDTH W WALL CAVITY C 4" (100mm) 84" (210mm) 34" (96mm) �k 6" (150mm) 104" (260mm) 54" (146mm) 8" (200mm) 124" (311mm) 74" (197mm) 10" (250mm) 144" (362mm) 94" (248mm) 12" (300mm) 164" (413mm) 114" (299mm) EXTERIOR FINISH AS SPECIFIED --- CUT PANELS OUT ® EVERY QUAD—DECK BEAM SO THEY REST ON THE BEARING WALL (CONCRETE MIX FLOWS THROUGH) STEEL REINFORCEMENTS EXTENDS FROM WALL INTO SLAB 0 T—BEAM VERTICAL REINFORCEMENT AT REQUIRED SPACING REINFORCED CONCRETE CORE QUAD—LOCK TIE PARGING FINISH AS SPECIFIED -- R-22 WALL CONFIGURATION NOMINAL CONC. WIDTH - TIE SIZE WALL WIDTH W WALL CAVITY C 4" (100mm) 84" (21Omm) 34" (96mm) * 6" (150mm) 104" (260mm) 54" (146mm) 8" (200mm) 124" (311 mm) 74" (197mm) 10" (250mm) 144" (362mm) 94" (248mm) 12" (300mm) 164" (413mm) 114" (299mm) INTERIOR FINISH R-22 WALL CONFIGURATION NOMINAL CONC. WIDTH - TIE SIZE WALL WIDTH W AS SPECIFIED 4" (100mm) 84" (210mm) HORIZONTAL REINFORCEMENT (96mm) * 6" (150mm) 104" (260mm) 54" PLACED ALTERNATELY AT 8" (200mm) REQUIRED SPACING 74" (197mm) 10" REINFORCED CONCRETE CORE - WWM AS SPECIFIED (248mm) 12" SLAB 164" (413mm) 114" INTERIOR FINISH AS SPECIFIED VERTICAL REINFORCEMENT AT REQUIRED SPACING ROOF SHEATING QUAD—LOCK PANELS AS SPECIFIED HORIZONTAL REINFORCEMENT PLACED ALTERNATELY AT 1-1/2 — 4 EXTERIOR FINISH AS SPECIFIED REQUIRED SPACING SOFFIT AND FASCIA BEAM DEPTH AS SPECIFIED r QUAD—LOCK TIE FOUNDATION DOWELS AT ROOFING AS SPECIFIED RAFTER AS SPECIFIED HURRICANE STRAP AS SPECIFIED BEAM SCHEDULE R-22 WALL CONFIGURATION NOMINAL CONC. WIDTH - TIE SIZE WALL WIDTH W WALL CAVITY C 4" (100mm) 84" (210mm) 34" (96mm) * 6" (150mm) 104" (260mm) 54" (146mm) 8" (200mm) 124" (311 mm) 74" (197mm) 10" (250mm) 144" (362mm) 94" (248mm) 12" (3DOmm) 164" (413mm) 114" (299mm) AT REQUIRED SPACING ROOF SHEATING QUAD—LOCK PANELS AS SPECIFIED HORIZONTAL REINFORCEMENT PLACED ALTERNATELY AT 1-1/2 — 4 EXTERIOR FINISH AS SPECIFIED REQUIRED SPACING SOFFIT AND FASCIA BEAM DEPTH AS SPECIFIED r QUAD—LOCK TIE FOUNDATION DOWELS AT ROOFING AS SPECIFIED RAFTER AS SPECIFIED HURRICANE STRAP AS SPECIFIED BEAM SCHEDULE MARK ELEV. WIxD REINFORCING 4" #3 TIES REMARKS B 34° (96mm) * 6" INT RB -1 SEE PLAN 8"x18" 2#5 2#5 - - 0 12" 10" RB -2 SEE PLAN 8"x24" 2#5 2#5 - 2#5 1 0 12" 114" (299mm) RB -3 SEE PLAN 8"x12" 2#5 2#5 - - 0 4" ANCHORING TB SEE PLAN 8"x12" 2#5 25 — — 0 48" INTER TB -1 SEE PUN 8"x16" 2#5 2 5 — — 0 48" INITPR FOUNDATION SCHEDULE CEILING JOIST MARK SIZE BOTT. REINFORCEMENT REMARKS AS SPECIFIED D W L LONG. SHORT CEILING MF -20 16" 20" CONT. 2#5 — SEE PLANS 4#5 4#5 5 - 10 INSULATION F- 3 12 3 -0 3 -0 INSULATION REQUIRED SPACING 2„ REINFORCED CONCRETE CORE AS SPECIFIED F- 4 16 4'- 0 4P -O" 5#5 5#5 TEMP. SHORING BEAMS METAL J -TRACK SECURED F- 5 24" 5'-0" 5'-0" 65 65 6" O.C. MAX. PARGING AS SPECIFIED TO FOOTING EXTERIOR FINISH AS SPECIFIED •� THICKEND SLAB EDGE HORIZONTAL REINFORCEMENTTSE $' 8 CONT. 1 #5 N CONCRETE SLAB AS PLACED ALTERNATELY AT MF -24 16" 24" CONT. 3#5 #408" SEE TOP STEEL IN SLAB REQUIRED QUAD—LOCK TIE REQUIRED SPACING 4' — 5' O.C. MAX. FOR TEMP. SHORING UNDER BEAMS TO BE SPECIFIED BY ENGINEER EXTERNAL BEARING WALL JOIST PREPENDICULAR Scale: 3/4"=1'-0" EXTERIOR FINISH AS SPECIFIED — CUT PANELS OUT @ EVERY QUAD—DECK BEAM SO THEY REST ON THE BEARING WALL (CONCRETE MIX FLOWS THROUGH) STEEL REINFORCEMENTS EXTENDS FROM WALL INTO SLAB 0 T—BEAM VERTICAL REINFORCEMENT AT --- REQUIRED SPACING REINFORCED CONCRETE CORE QUAD—LOCK TIE PARGING FINISH AS SPECIFIED — D-EXTRNAL BEARING WALL JOIST PREPENDICULAR W INTERIOR FINISH I AS SPECIFIED HORIZONTAL REINFORCEMENT 8" MIN. DAMPPROOFING AND DRAINAGE < BOARD AS SPECIFIED FREE DRAINING BACKFILL O / COMPACTED GRANULAR AS SPECIFIED FILL AS SPECIFIED DRAINAGE PIPE W 2 THICKENED EDGE SLAB ON GRADE Scale: 314"=1'-0" R-22 WALL CONFIGURATION R-22 WALL CONFIGURATION NOMINAL CONC. WIDTH — TIE SIZE WALL WIDTH W WALL CAVITY C 4" (100mm) 84" (210mm) 34° (96mm) * 6" (150mm) 104" (260mm) 54" (146mm) 8" (200mm) 124" (311mm) 74" (197mm) 10" (250mm) 144" (362mm) 94" (248mm) 12" (300mm) 164" (413mm) 114" (299mm) EXTERIOR FINISH AS SPECIFIED — CUT PANELS OUT @ EVERY QUAD—DECK BEAM SO THEY REST ON THE BEARING WALL (CONCRETE MIX FLOWS THROUGH) STEEL REINFORCEMENTS EXTENDS FROM WALL INTO SLAB 0 T—BEAM VERTICAL REINFORCEMENT AT --- REQUIRED SPACING REINFORCED CONCRETE CORE QUAD—LOCK TIE PARGING FINISH AS SPECIFIED — D-EXTRNAL BEARING WALL JOIST PREPENDICULAR W INTERIOR FINISH I AS SPECIFIED HORIZONTAL REINFORCEMENT 8" MIN. DAMPPROOFING AND DRAINAGE < BOARD AS SPECIFIED FREE DRAINING BACKFILL O / COMPACTED GRANULAR AS SPECIFIED FILL AS SPECIFIED DRAINAGE PIPE W 2 THICKENED EDGE SLAB ON GRADE Scale: 314"=1'-0" R-22 WALL CONFIGURATION NOMINAL CONC. WIDTH — TIE SIZE WALL WIDTH W WALL CAVITY C 4" (100mm) 84" (210mm) 34" (96mm) * 6" (150mm) 104" (260mm) 54" (146mm) 8" (200mm) 124" (311 mm) 74" (197mm) 10" (250mm) 144" (362mm) 94" (248mm) 12" (300mm) 164" (413mm) 114" (299mm) EXTERNAL BEARING WALL JOIST PARALLEL Scale: 3/4"=1'-0" R-22 WALL CONFIGURATION PLACED ALTERNATELY AT REQUIRED SPACING WWM AS SPECIFIED CONCRETE BEAM WALL WIDTH W WALL CAVITY C 4" REINFORCEMENT * 6" (150mm) (210mm) SUB (96mm) 6" 1-1/2" - 410 104" (260mm) BEAM DEPTH ROD AND CAULKIP (146mm) 5" ��Op 5"-10" 124" (311mm) INSULATION 24 GAUGE FLASH (197mm) 10" 2 W/ END DAMS 144" (362mm) VERTICAL REINFOI (248mm) 12" REQUIRED SPACIN 164" (413mm) QUAD—LOCK PANEL (299mm) BASE PLATE TEMP. SHORING BEAMS QUAD—LOCK TIE CAP PLATE ANCHORING 6ft 0 6" O.C. MAX. 0 MAX. (VARIES —SEE DRAWING) COLUMN QUAD—LOCK PAN[ �— 4' — 5' O.C. MAX. FOR ©z TEMP. SHORING UNDER EXTERIOR FINISH ui BEAMS TO BE SPECIFIED BY ENGINEER EXTERNAL BEARING WALL JOIST PARALLEL Scale: 3/4"=1'-0" VERTIC REQUIF REINFC INSIDE HORIZ( ..... ALTERNATELY AT REQUIRED SPACING 7 T -WALL - PLAN VIEW D-EXTRNAL BEARING WALL JOIST PARALLEL WINDOW DETAIL Scale: 3/4"=1'-0" R-22 WALL CONFIGURATION R-22 WALL CONFIGURATION NOMINAL CONC. WIDTH — TIE SIZE WALL WIDTH W WALL CAVITY C 4" (100mm)" * 6" (150mm) (210mm) 34" (96mm) 6" (150mm) 104" (260mm) 54" (146mm) 5" (200mm) 124" (311mm) 74" (197mm) 10" (250mm) 144" (362mm) 94" (248mm) 12" (300mm) 164" (413mm) 114" (299mm) VERTIC REQUIF REINFC INSIDE HORIZ( ..... ALTERNATELY AT REQUIRED SPACING 7 T -WALL - PLAN VIEW D-EXTRNAL BEARING WALL JOIST PARALLEL WINDOW DETAIL Scale: 3/4"=1'-0" R-22 WALL CONFIGURATION NOMINAL CONC. WIDTH — TIE SIZE WALL WIDTH W WALL CAVITY C 4" (100mm) 84" (210mm) 34" (96mm) * 6" (150mm) 104" (260mm) 54" (146mm) 8" (200mm) 124" (311 mm) 74" (197mm) 10" (250mm) 144" (362mm) 94" (248mm) 12" (300mm) 164" (413mm) 114" (299mm) QUAD—LOCK PANELS D -THICKENED EDGE SW ON GRADE HORIZONTAL REINFORCEMENT PLACED ALTERNATELY AT REQUIRED SPACING REINFORCED CONCRETE CORE INTERIOR FINISH AS SPECIFIED LINTEL REINFORCMENT AS SPECIFIED SCREWS, GALVANIZED SPIRAL NAILS OR BOLTS IN STAGGERED PATTERN TO ATTACH BUCK TO CONCRETE VERTICAL REINFORCEMENT AT REQUIRED SPACING '��INTERIOR FINISH AS CONCRETE COLUMN SCHEDULE SPECIFIED MARK SIZE REINFORCING #3 TIES REMARKS AO 8"x12" 4#5 0 8" TYPE I W ROOF RAFTERS HURRICANE/SEISMIC STRAP CONNECTION Scale: 314"=1'-0" PROVIDE DOWELS NOMINAL CONC. WIDTH — TIE SIZE TO MATCH HORIZ WALL CAVITY C DRILLED TO CON( (100mm) WITH EPDXY GRO CORNER DOWELS HORIZONTAL REIN AS REQUIRED ALTERNATELY AT (150mm) QUAD—LOCK PANI OUTSIDE CORNER BRACKET 54" PLACEMENT AS SHOWN QUAD—LOCK TIE (200mm) REINFORCED CON QUAD --LOCK TIE 74" (197mm) VERTICAL REINFOI 144" REQUIRED SPACIN QUAD—LOCK PANELS D -THICKENED EDGE SW ON GRADE HORIZONTAL REINFORCEMENT PLACED ALTERNATELY AT REQUIRED SPACING REINFORCED CONCRETE CORE INTERIOR FINISH AS SPECIFIED LINTEL REINFORCMENT AS SPECIFIED SCREWS, GALVANIZED SPIRAL NAILS OR BOLTS IN STAGGERED PATTERN TO ATTACH BUCK TO CONCRETE VERTICAL REINFORCEMENT AT REQUIRED SPACING '��INTERIOR FINISH AS CONCRETE COLUMN SCHEDULE SPECIFIED MARK SIZE REINFORCING #3 TIES REMARKS AO 8"x12" 4#5 0 8" TYPE I W ROOF RAFTERS HURRICANE/SEISMIC STRAP CONNECTION Scale: 314"=1'-0" 90' BEND BAR GLAZING OUTSIDE CORNER BRACKET QUAD—LOCK TIE QUAD—LOCK PANELS REINFORCED CONCRETE CORE INTERIOR FINISH AS SPECIFIED W EXIST. CONC. WALL CONNECTION -PLAN VIEW Scale: 3/4"=1'-0" 54.0 Scale-, 314"=1'-0" D -T -WALL -PLM! VIEW D -111410E RAFTERS STRAP CONNECTION INSIDE CORNER BRACKET HORIZONTAL REINFORCEMENT PLACED ALTERNATELY AT REQUIRED SPACING VERTICAL REINFORCEMENT AT REQUIRED SPACING ISI �J4�l�L W TYPICAL 90° CORNER -PLAN VIEW D -WINDOW DETAIL S4.0 % Scale: 314"=1'-0" 0 -EXIST CONC WALL CONNECTION R-22 WALL CONFIGURATION NOMINAL CONC. WIDTH — TIE SIZE WALL WIDTH W WALL CAVITY C 4" (100mm) 84" (210mm) 34" (96mm) * 6" (150mm) 104" (260mm) 54" (146mm) 8" (200mm) 124" (311mm) 74" (197mm) 10" (250mm) 144" (362mm) 94" (248mm) 12" (300mm) j 164" (413mm) 114" (299mm) 90' BEND BAR GLAZING OUTSIDE CORNER BRACKET QUAD—LOCK TIE QUAD—LOCK PANELS REINFORCED CONCRETE CORE INTERIOR FINISH AS SPECIFIED W EXIST. CONC. WALL CONNECTION -PLAN VIEW Scale: 3/4"=1'-0" 54.0 Scale-, 314"=1'-0" D -T -WALL -PLM! VIEW D -111410E RAFTERS STRAP CONNECTION INSIDE CORNER BRACKET HORIZONTAL REINFORCEMENT PLACED ALTERNATELY AT REQUIRED SPACING VERTICAL REINFORCEMENT AT REQUIRED SPACING ISI �J4�l�L W TYPICAL 90° CORNER -PLAN VIEW D -WINDOW DETAIL S4.0 % Scale: 314"=1'-0" 0 -EXIST CONC WALL CONNECTION HORIZONTAL REINFORCEMEI ALTERNATELY AT REQUIRES INTERIOR PARTITION WALL MASONARY SREW OR ANCI- AS SPECIFIED REINFORCED CONCRETE C( VERTICAL REINFORCEMENT REQUIRED SPACING IN D-TYRICAL 90 CORNER •••• •u• • � rrrYr •rr �r T• V V Y U ••••r *fin • u • 04 • • r • • y w Y r V • • J V 1 i` v v .. w J r• ••• Y w• wo y Y • •r�u u vY•rc, . ,,u• u ZA-BCBYf EM MIAMI TELEPHONE (305) 285-67231 FAX (305) 2854722 535 SW i ST. SUITE 100 MIAMI, FL. 33130 DESIGN I CONSTRUCTION ADMINISTRATION BUILDING INSPECTIONS I CAD PRODUCTION CONSULTANT/ NOTES ,"'t%: NN"b , 7 „ ALFREDO ART„ Af JR. ASSOCIATE,, C P. 850 WEST 68tia"STRE HIALEAH'FLC��3 0 TELT X05- 1 -7876 STRUCT•W MOEN GI N FLA. R6 �VO.3307 - �•� rM�yA f APPROVALS/REVISIONS �,� DATE` 1 R-22 WALL CONFIGURATION NOMINAL CONC. WIDTH — TIE SIZE WALL WIDTH W WALL CAVITY C 4" (100mm) 84" (210mm) 34 (96mm) 6" (150mm) 104" (260mm) 54" (146mm) 8" (200mm) 124" (311 mm) 74" (197mm) 10" (250mm) 144" (362mm) 94" (248mm) 12" (300mm) 164" (413mm) 114" (299mm) HORIZONTAL REINFORCEMEI ALTERNATELY AT REQUIRES INTERIOR PARTITION WALL MASONARY SREW OR ANCI- AS SPECIFIED REINFORCED CONCRETE C( VERTICAL REINFORCEMENT REQUIRED SPACING IN D-TYRICAL 90 CORNER •••• •u• • � rrrYr •rr �r T• V V Y U ••••r *fin • u • 04 • • r • • y w Y r V • • J V 1 i` v v .. w J r• ••• Y w• wo y Y • •r�u u vY•rc, . ,,u• u ZA-BCBYf EM MIAMI TELEPHONE (305) 285-67231 FAX (305) 2854722 535 SW i ST. SUITE 100 MIAMI, FL. 33130 DESIGN I CONSTRUCTION ADMINISTRATION BUILDING INSPECTIONS I CAD PRODUCTION CONSULTANT/ NOTES ,"'t%: NN"b , 7 „ ALFREDO ART„ Af JR. ASSOCIATE,, C P. 850 WEST 68tia"STRE HIALEAH'FLC��3 0 TELT X05- 1 -7876 STRUCT•W MOEN GI N FLA. R6 �VO.3307 - �•� rM�yA f APPROVALS/REVISIONS �,� DATE` 1 SIZE 4#5 VERT. #3 TIES 00 12" TYPE WOOD UPLIFT LBS. c TABLE OF RESULTS BRACKET "A" 0 — BOLT PATTERN ANGLE SIZE N0, OF BOLTS GRAVITY LBS. UPLIFT LBS. 1 L4 X 4 X j X 0'-8" 2— 3/4" BOTT. CHORD 2717 # 1280 SUPPORT TABLE OF RESULTS 2 MEMBER GIRDER NTD BEAM ANGLE BOLTS IN BOLTS IN DESIGN CAPACITY GOVERNED BY 2007 — JONES RESIDENCE SIZE CONCRETE WOOD UPLIFT LBS. Mark A Celtrain AR 0013390 ui 0 0 — W (j co L4 X 4 X 4 2 2 3942 # CONCRETEf STEEL COLUMN SCHEDULE SUPPORT NTD BEAM 0 CY) V" J Drawing No. 2007 — JONES RESIDENCE Drawn Illy: MARK STEEL TUBE DateBlotted: BASE PLATE ANCHOR BOLTS CAP PLATE ANCHORING D-BONCREEE BEAM - QUAD -LOCK 0 (VARIES —SEE DRAWING) COLUMN ©z ui 3 1/2" x 3 1 /2" 12" x 3/4" (4) 3/4" DIA. 8" x 3" / 4" (4)1 /2" DIA STUDS w F_ Q 0 x 1 /4" x 12" J BOLTS 8" EMBEDED 12" 4" LONG rr�� Vl ' I I Ily- _ 'It. — (� 3 1/2" x 3 1/2" 12" x 3/4" (5) 3/4" DIA. 8" x 12" x 12" (5) 112" DIA STUD LONG x 1/4" x 12" J BOLTS 8" EMBEDED x 8" 6" z J " U) z 2„ 2„ �, a �, w0 C TY P.� r TYP. M r z Lz 11 1 e R CAP PLATE COL. O CAP PLATE COL. TOP AND BOTTOM REINFORCEMENTS CONCRETE IN BEAM HOOKED AT SUPPORT o.v77ti c. J IVB"" 8,. SEAL: 2 #4 UNDER CONCRETE BEAM AS SHOWN ON ROOF FRAMING PUN WIDEN TO CONNECTION DETAIL- PLAN VIEW 10-1/4"�`; s 1 #5TkB r. QUAD—LOCK PANEL BEAM AND ffi QUAD—LOCK TIE QUAD—LOCK I HOR. REINF. CONNECTION DETAIL - ELEVATION VIEW INTERIOR PARTITION WALL CONNECTION - PLAN VIEW K010 CONCRETE BEAM /QUAD -LOCK Scale: 314"=1'-0" D -INTERIOR PARTITION WALL CBNNECTION k S4.0 Scale: V=V -0" 0 Mark A Celtrain AR 0013390 Richard K. Jones, AIA AR 0015755 SHEET TITLE: BEAM AS SCHEDULED STRUCTURAL SUPPORT NTD BEAM SCHEDULES AND DETAILS Job No. Drawing No. 2007 — JONES RESIDENCE Drawn Illy: DateBlotted: 04/15/2008 D-BONCREEE BEAM - QUAD -LOCK Srale: (VARIES —SEE DRAWING)