6502 Wagon Trail St - Laserfiche WebLink

Browse Search

(2) 2x6 OR (2) 2x8 VENT OR 2ND FLOOR SEE TYPICAL WALL SECTION TOP PLATE SEE 1/2"MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL 12 PLAN (�'P•) SEE ELEV. UPLIFT CONNECTOR (SE SCHEDULE)D TRUSSES 24" 0/C STANDARD 3" DIA. TEE 3/4" FURRING STRIPS —� (2) 2x HEADER TO SIT DOUBLE 2"x4" S.P.F. TOP PLATE 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE THREADED 3' DIA. EXTENSION 1/2" GYPSUM BOARD SEE PLAN FOR HEADER SEE PLAN FOR SIZE SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" CONNECTION @ 8O.C. OR 4d 7/8" STUCCO FINISH PER ASTM C. 926 FOR CLEAN -OUT " APPLY 3 LAYERS W/ TOTAL THICKNESS DRYWALL NAILS 7/8" OVER METAL LATH. FIRST 2 2x DEAD WOOD @ MID MIN. EXTENSION FROM ❑ LAYERS 3/8" THICK EACH. 3RD LAYER POINT w/ (3)12d EXTERIOR FACE OF BLOCK SOLID AREAS ARE SOLID AREAS ARE 1/8" THICK. TONEAILS SPACED WALL IS 1 1/2" MAXIMUM ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT CRICKET AS REQUIRED DOUBLE 2x TOP EVENLY EXTENSION FROM EXTERIOR PLATE FACE OF BLOCK WALL IS 21/4" INTERIOR ❑ ❑ FULL 8x8x16 BLOCK USP SPT24 @ EA. STUD HEADER FLUSH TO OUTSIDE OPTION TO DRAIN WALL 161 Ct DOOR OPENING DOOR OPENING DOOR OPENING —CL 1/2" EXTERIOR GRADE SHEATHING — —� FASTENED TO TRUSSES WITH 8d 2x BLOCKING @ EACH END W/ 10d @ ❑ COMMON WIRE NAILS @ 4" O/C 4" O.C. FROM EACH HEADER FACE EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) TO BLOCKING WALL CLEAN -OUT A WALL ❑ ❑ . O/C FIELD (2) 2x HEADER SCALE: N.T.S. PER PLAN S4 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 2x BOTTOM PLATE W/ (1)10d @ 8" 1ST COARSE 2ND COARSE 3RD COARSE CARRIER/GIRDER TRUSS -_ VARIES O.C. TO EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. USP HTA20 @ EA. STUD 2 X 6 MIN. FRAME MANUFACTURER. MAIN SPAN MOISTURE BARRIER ROOF TRUSS WALL HEADER DETAIL 1 TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT rD UPLIFTCONNECTOR SCALE: N.T.S. Sq S4 SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 12 SEE TYPICAL WALL SECTION 1W5STD. 90 NHOOK IN K.O. BLOCK (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSUPLIFT CONNECTOR VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAILrE UPLIFT CONNECTOR 5/8"DIA, x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8"ABOVE GARAGE KNOCK -OUT (SEE SCHEDULE) NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. BLOCK WI (1) #5 FOR CONCRETE PLACEMENT SCALE: N.T.S. S4DOUBLE 2x4 SPF #2 CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ USP SPT24 @ EA. STUD (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW a ° a 8" STD.90°HOOK g" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION USS BOTTOM CHORD OR 2x4 LBLOCKINGW/ 2-16d TOE NAILS EACH END TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. a WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE a a THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 2"x BUILT-UP COLUMN ° DOOR STOP PSPN516Z w/ (12)16d NAILS SEE PLAN FOR MORE INFO TOP SPLICE o a MOLDING 2 ROWS 10d @ 3" O.C. (14 °°°° 18-10d NAILS U) 2x TOP PLATE T CL GARAGE NAILS TOTAL) EA. SIDE OF °°°° 2-16d NAILS @ 24" O.C. OR DOOR 48°SPLICE STAGGERED MjN °°°° °°°° EQUAL TO TRUSS BOTTOM 2 6 P.T. i 5/8"DIA. X 12" EPDXIED ATR CHORD OR BLOCKING x W/ MIN. 8" EMBEDMENT • G 10d @ 8" O/C *MAX 5/8" W/ 5/8" W.A. W/ 51/2" MIN. EMBED 2x STUD @ 24" ��S O.C. MAX. �1%cF PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT '0 ATTACH ALL 0 UPLIFT= 4290# (SPF / SYP #2) . SEE A/S3 FOR REINF. INFO. PLATE TO CONCRETE DOOR TRACK W/MOUNTING ANGLE EXTERIOR STUDS W/ (4 16d TOENAILS a TO 7�P PLATE NOTES: a NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: 1/2" EXTERIOR GRADE SHEATHING 1 FILL LINTEL AND ALL CELLS ABOVE LINTEL. FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD FASTENED TO TRUSSES WITH 8d COMMON NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION TYPICAL INTERIOR NON - WIRE NAILS @ 4" 0/C BOUNDARIES 6" 0/C =_ _ = PORT EDGES & 8" O/C FIELD @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. BEARING WOOD FRAME WALL J TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M USP HTT16 rN USP SPT22 @ EA. STUD BLOCKING (TYP.) O PROPERLYVERIFY . ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: NTS S4 2x P.T. PLATE \—ROOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. F= 2240 LBS 5/8 x 10 J BOLT @ 24 0/C MAX W/ 8 UPLIFT CONNECTOR (SEE SCHEDULE) EMBEDMENT 4 OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT USP rc REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON 8 X8„ X16 K.O. BLOCK W/ 1 #5 CONT. FLOOR PLAN. AND FILLED SOLID W/GROUT MOISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY rG 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK SCALE: N.T.S. �+ A KNEE WALL ABOVE MASONRY WALL DETAIL rF �7�F SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) (1) USP LSTA30 4'- 9' (2) (3) (2) (2) (1) USP LSTA30 9' -16' (3) (4) (2) (4) (2) USP LSTA30 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE TO BE BENT CREATE A SOLID BASE FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED SCRAP MATERIAL WITHOUT UPLIFT a SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION T �qh 2-ROWS 12d NAILS STAGGERED @ 12" 0/C EACH FACE OR USP SPT4 SPT24 USP SPT4 SPT24 FF USP SPT4 ROOF TRUSS ABOVE USP 2X TOP PLATE 2X BLOCKING 2X STUDS @ 24" O.C. OVERLAPPING /8"xl0" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION .. P USP SPT4 2X NAILED TRANSOM FRAMING INTO TRANSOM FRAMING 10d NAILS @ 6" STAGGERED (2) 16d TOE NAILS EA. BLOCKING P.T. SEE SECTION AA/S1 LATE AND BB/S1 FOR ADDITIONAL DETAILS 2X8 WALL ABOVE ENTRY USP SPT22 K.O. BLOCK W/(1) RECESS SP SPT4 USP SPT4 J-BOLTS @ 24" O.C. MAX #5 CONT. & FILLED LINTEL 5/8"X10" J-BOLTS 2X P.T. PLATE @ 2'-0" O.C. FORM CREATES CONCRETE RECESS TO 3-ROWS 12d NAILS STAGGERED <MASONRY WALL 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW @ 12" O/C FOR 2"x10" OR ^ a 2X8 P.T. BOTTOM P ATE G' FOR WATER SHED. 2x CRIPPLES @ GREATER HEADER 1 KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2) 12d B TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8"x10" "J" BOLT @ 24" O.C. MAX. USP SPT4 w/ (6) USP C (MIN. (2) PER BOTTOM PLATE) C (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 1od x 1 Yz" @ 24" 'I USP SPT4 SPT24 USP SPT4 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END O.C. (2) 2x HEADER SEE PLAN MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) S4 INTERIOR HEADER 10d NAILS @ 4" 10d NAILS @ 6" O.C. FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN 10d NAILS @ 8" q IN POSITION (1) 2x SILL PLATE W/ (2) STAGGERED STAGGERED K/S4 GARAGE ENTRY FORM DETAIL O/C TYP. BOX HEADER SEAT FOR BLOCK IS POURED 12d TOENAILS. 2x6 MOUNTING BASE SCALE: N.T.S. DOUBLE 2x EXTERIOR HEADERS ° ° BEYOND. IN PLACE CONCRETE ONLY FRAMING {1) 2x SILL PLATE W/ (2) NAILED INTO CRIPPLE STUD 12d TOENAILS. OPENING TRANSOM PLYWOOD GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TYPICAL (U.N.O.) LARGER THAN 4 ft (2) 2x FRAMING SHEATHING TROWEL FINISH SEE SILL PLATE W/ MP3 CLIPS TRANSOM FRAMING PLYWOOD FASTENED TO TRUSSES ° E GENERAL NOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE GARAGE FLOOR �-2x STUDS TYP. EACH SIDE SEE SECTION AA/S1 AND WITH 8d COMMON WIRE NAILS @ 4" S4 CONNECTION ASSEMBLY BB/S1 FOR ADDITIONAL O/C BOUNDARIES 6" O/C EDGES B +, � TRAVEL DIRECTION OF DETAILS & 8" O/C FIELD GARAGE DOOR USP HTT16 TYP. U.N.O. SEE N/S USP PLYWOOD ** HOLD DOWN CONNECTIONS SPT22 SHEATHING Op 0,4 NOT REQUIRED @ BEARING MASONRY FN/iy WALLS NOTED WITHOUT UPLIFT RECESS SP WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MOUNTING BASE DETAIL Q LINTEL / SPT4 USP MAX. (MIN. (2) PER BOTTOM SCALE: N.T.S. a ° a a SPT4 PLATE) SEE PLAN FOR FOOTING e ° BOTTOM OF MOUNTING BE P.T. BOT. PLATE a a 5/8" DIA. ATR EPDXIED DIMENSIONS POURED CONCRETE BASE FOR BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED 2X8 P.T. BOTTOM MIN. 6" INTO BOND BEAM FOR GARAGE DOOR AND WATER GARAGE FLOOR. PLATE @ 24" O.C. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. WALL HEADER DETAIL rQ FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. S4 (MIN. "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. e4 SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) �7 CD f M — o z (O J U, z � w OLjj � o �L/)=Do0 U 4)m L U (s —S c) (p M N 'O 04 o00 _ U -E: cc) N, K ¢ rn Q o AlI N v I .�ktYR P, N Z •< J t s w.LU `on" OF � ° ��°9�8 z � o, L C �` �e v ` Q•• '@@��yy To the best oft ngi �k}lp�y� g ati nd belief, the structu Inns and�cpSclifi ns c ed within these drawings 4 Iy with the Q a Building Code - Residenti f P�f�i it C Po eer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seat. O O Z fV O 14 4-JO U0 - Ili M O z M Q � 0 < � U_ ,M C)� U Q� Q / Z WJ d' J oz O W� za �a wa0� Iz�0 I,,- U5 �0WZ �OJw r�oJ L0 V co @ W Z zo O a� zz 4 z Z O U U) _ J 2: o w Oz mom: Jx W �°a N zLLJ �¢Z Z Z N Sao _ L J �--I LlJ Z F 0 86y Q w<�Q g, ZQ ,—� d- � aZ m 06 � z z� ,-{ a cn SCALE : AS NOTED DATE : 12/28/2017 TECH: ERAND VERSION NO. 2m0 SHEET NO. S4 _F___1_ : i ____FTrT T - l