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-..1 III 1 1 I -- 1 I ___- -- -.1_ ___. - - - - __ 1 I i -__ _ .� JI I I �l � 5/8' g� 7 5/S' a' � 5/8' g� REFER TO UNDERLAYMENT TABLE ON �� '� 12 SHEET SNl FOR UNDERLAYMENT REQUIREMENTS - I u I - �� -- - - - - - - - - - ----------- PRE-ENGINEERED WOOD TRUSSES m 24' O.C. -'`VENT OR 2ND FLOOR �RTIGAL JAM � SOLID AREAS ARE ❑ u SOLID AREAS ARE (T�"P•) 1 SEE ELEv. UPLIFT CONNECTOR ISEE SCHEDULE) STEEL AND GROUT ❑ STEEL AND GROUT I/2' MINIMUM CEMENT FINISH TYPICAL CM.U. WALL 5/8'DIA. x 8' J-BOLTS AT 6-3/4', 41-3/4', ll', AND 96-3/8' ABOVE ❑ ❑ DOUBLE 2x4 S.PF. TOP PLATE GARAGE FLOOR ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 STANDARD 3' DIA. TEE PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK IBUT NOT INTERIOR SAW CUT TO 10 I/2' SAW GUT TO 10 I/2' FULL Sxaxl6 BLOCK i/8' STUCCO FINISH PER ASTM C. 926 APPLY 3 THREADED 3' DIA. EXTENSION 3/4' FURRING STRIPS REQUIRED) TO PROVIDE A FLUSH MOUNTING SUR7=ACE. WALL � ❑ � ❑ LAYERS W/ 70TAL 7NICKNESS l/8' OVER METAL HORIZONTAL JAMBS DO NOT TRANSFER LOAD. LATH. FIRST 2 LAYERS 3/8' THICK EACH. 3RD I/2' GYPSUM BOARD � DOOR OPENING--- � . -DOOR OPENING DOOR OPENING-- CL LAYER 1/8' THICK (SEE NOTES IN SECTION 4.4 SCREW OFF GAP l3' pIAJ W/ DRYWALL ---______ SHEET SN FOR ADDITIONAL INFO.) SCREWS g 8' O.C. OR __ �`"" ° WALL FOR CLEAN -OUT 4 Y A NAI S � EXTERIOR ❑ ❑ a CRICKET AS d DR W LL L Q ° . a . � DOOR STOP WALL REQUIRED e ° ° � A ° MOLDING ❑ ❑ ❑ USP SPT24 g EA. STUD---�---,_ --- GARAGE - - ❑ - - - - - - - - -�� -- -- - � - -- - - � - I/'1' EXTERIOR GRADE ------ MIN. EXTENSION FROM EXTERIOR DOOR - - SHEATHING FASTENED TO FACE OF BLOCK WALL IS I I/2' MAXIMUM EXTENSION FROM IST COARSE 2ND COARSE 3RD COARSE TRUSSES WITH 8d COMMON WIRE EXTERIOR FACE OF BLOCK WALL TO DRAIN 2x6 P.T. MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED 'TO THE NAILS � 4' O.C. BOUNDARIES, 6' BLOCKING (TYP.) IS 2 1�4' � COARSE BELOW. EVERY THIRD (3RD) COARSE THE il' DOOR JAMB WALL IS TO BE O.G. EDGES t 8' O.G. FIELD WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. 2x4 PT STUDS m 16' O.G.----��` 1.U,4LL GLEAN -OUT ,4 (2) 2x4 PT STUDS UNDER HIP _-- M,4�JONR`r' L.A�'OUT p CARRIER/GIRDERTRUSS =__ SCALE: N.T.S. CJ� DOOR TRACK - W/h10UNTING ANGLE SCALE: N.T.S. Gj�. USP HTA20 g EA. STUD --- NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR MAIN SPAN REFER TO WINDOW PRODUCT APPROVAL INSTALLATION INFORMATION PER MANUFACTURER MOISTURE BARRIER ----- ROOF TRUSS SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. UPLIFT CONNECTOR T�'PICAL GARAGE DOOR BUCK {< a'xa'xl6' KO. BLOCK W/ (U "5 ISEE SCHEDULE) CONT. AND FILLED W/ GROU7 T�'PICAL S�CTIOI\l TI--I'RU UJINDOUJ �, SCALE: N.T.S. 5� �� Ill "5 VERT. IN GONG. FILLED CELL W/ STD. 90°HOOK IN K.O. BLOCK REFER TO UNDERLAYMENT TABLE ON ALT. KNEEUJALL ABOVE M,450NRY WALL DETAIL � SHEEt SNI FOR UNDERLAYMENT REQUIREMENTS SCALE: N.T.S. �,� 12 TRUSS BOTTOM CHORD OR PRE-ENGINEERED WOOD TRUSSES � 24' O.C. KNOCK -OUT NOTCH LINTEL WHERE REQUIRED 2x4 BLOCKING W/ l2) 16d TDE (TYP) SEE ELEV. BLOCK W/ ll)� FOR CONCRETE PLACEMENT � NAILS g EACH END UPLIFT CONNECTOR ISEE SCHEDULE) // DOUBLE 2x4 SPF. "2 TOP PLATE 2x S.PF. STUDS g 16' O.G. CRICKET AS REQUIRED USP SPT24 g EA. STUD I/2' EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH Sd COMMON BLOCKING l7YP.) WIRE NAILS g 4' O.C. BOUNDARIES, 6' O.C. EDGES t 8' O.C. FIELD — �� �� :. .- - � - � . „ .. - � � - ' - ' •- • ' • � �I��I Ilil� ■mill I_I_i�� Ilill IIBI� � ill I_li�� �IIII Ilil� Till �1=�� - Il�I IIiT� �lill I�il� °�_- 2 x BUILT-UP COLUMN � DOUBLE 2x TOP TOP SPLICE � PLATE \ 18-10d NAILS �rz _ � N ° 2 ROWS 10d g 3' O.G. (14 NAILS TOTAL) e,o° 2x TOP PLATE ° ° 2-16d NAILS � 24' O.G. OR ��,17/ ° ° °°°° EQUAL TO 7RUS5 BOTTOM 2x CRIPPLES g 16' O.G. /�- N 5/8'DIA. X 12' EPDXIED ATR CHORD OR BLOCKING �M/N — W/ MIN. 8' EMBEDMENT 24' 2x BLOCKING g EACH END W/ 10d �C D/STq 10d g 8 O.G. O.C. MAX ®4' O.C. FROM EACH HEADER NSF PROVIDE PAF. NAILS OR 2x P.T. PLATE EQUAL g 12' O.C. FACE TO BLOCKING )',o SEE A/S3 FOR STAGGERED FROM BOT. (2) 2x HEADER PER PLAN NOTE, � UPLIFT= 3105" �SPF�) PLATE TO CONCRETE REINF. INFO. PLATE LENGTHS MUST BE I 2x BOTTOM PLATE W/ (IJ I0d ®8' a 8 e � 0 VARIES O.G. TO EACH HEADER FACE AT LEAST 8'-0" LONG. (TYPJ BOTTOM SPLICE `'�4 ``-a�; �a °�'� ��: ,:� USP SPT4 SPT24 - USP SPT4 SPT24 USP SPT4 ROOF TRUSS ABOVE • • 2x TOP PLATE 2x BLOCKINGs —ti-'� 2x STUDS g 24" O.G. `�`�� \ \ OVERLAPPING �'-O'--------- �'� � \ \ - - ��\�!�\ \ z �\\ 5/8'xl0' 'J' BOLT \ �\\ N?OED - �' l2) 16d TOE NAILS \ 10d NAILS e 6' O.C. EA. BLOCKING e 24' O.C. MAX. \\\ TRANSOM STAGGERED �'--- - - MIN. (2) PER \ - �r-- - --- TRANSOM FRAMING \ FRAMING BOTTOM PLATE 2x P.T. \ \ WIDTH OF OPENING VARIES FORM CONCRETE INSET TO SECTION PLATE SEE SECTION AA/Sl \ 2x8 WALL ABOVE CREATE A SOLID BASE FOR BLOCK CONNECTION ISEE PLAN) AND 88/SI FOR 1/2'X9 I/2' PLYWOOD WALL ABOVE. • • ADDITIONAL DETAILS \; ENTRY SEE FLOOR PLAN NOTES � USP SPT22 SCRAP MATERIAL FOR REQUIRED USP SPT4 J-BOLTS g 24' O.C. (KIJ. �5BCONTKt FILLED J CONNECTION USP SPT4 USP SPT4 RECESS MAX sr'I!//,�� l2) ROWS 12d NAILS STAGGERED LINTEL 5/8'XI0' J-BOLTS o �` O� � 12' O.G. EACH FACE OR � • - � � A�-q,�, l3) ROWS 12d NAILS STAGGERED , 2x P.T. PLATE 2'-0' O.C. MOUNTING BASE NOT -� FORM CREATES CONCRETE RECESS TO � 12' O.C. FOR 2x10 OR GREATER •' � � � � � ° ' � 4 � �. MASONRY WALL SHOWN FOR CLARITY MOUNTING BASE SHOWN IN 2x4 (NOM.) RECEIVE GARACsE DOOR AND TO ALLOW HEADER 2X8 P.T. BOTTOM PLATE C SEE DETAIL BELOW POSITION FOR WATER SHED. ,L� 2x CRIPPLES � EAT FOR BLOCK IS POURED 2x6 MOUNTINGx BASE KEEP STIFFENER BACK FROM SIDES ENOUCsH 16' O.G. W/ (2) 12d �'j IN PLACE CONCRETE -- 70 ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8'x10' 'J' BOLT � 24' O.G. MAX. C IMIN. l2) PER BOTTOM PLATE) CsARACsE FLOOR SLAB sx8x16 GM.U. (2) 2x HEADER (SEE PLAN) USP G TROWEL FINISH S E � USP SPT4 USP SPT4 CsENERAL NOT�S (THIS IS A REGOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 1 INTERIOR HEADER SPT24 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END SLOPE FORWARD PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWINCx.) S4 (I) 2x SILL PLATE W/ 10d NAILS g 4' O.C. FOR DRAINACxE � ' ' 10d NAILS � 6' O.C. 10d NAILS � l2) 12d TOENAILS. STAGGERED .. .,'GARAGE FLOOR GARAGE ENTRY FORM DETAIL 8' O.G. TYP. BOX EXtERIOR HEADERS----=-�� \\ A STAGGERED HEADER ll) 2x SILL PLATE W/ �� \ \ ° ° TRANSOM FRAMING SCALE: N.T.S. 2x JACKS (SEE ONLY l2) 12d TOENAILS. OPENING �� \ BEYOND. TABLE ABOVE) LARGER tHAN 4 FT. l2) 2x �\�\ \ NAILED INTO - MOUNTINC•z BASE DETAIL GARAGE DOOR TRACK MOUNTING BRACKET SILL PLATE W/ MP3 CLIPS \\ \\ p�MIN� PLYWOOD - g A. SI \ F-- E DE \ THIN - - TRANSOM FRAMING �� PLYWOOD FASTENED TO TRUSSES ° E SHEA G ��-- SCALE: N.T.S. -. CxARAGE DOOR ROLLER CsARACsE DOOR CRACK SEE SECTION AA/Sl AND � \ W/ 8d COMMON WIRE NAILS e 4' O.G. Cj� CONNECTION ASSEMBLY — 2x STUDS (SEE TABLE BB/SI FOR ADDITIONAL BOUNDARIES, 6' O.C. EDGES AND B SEE PLAN FOR FOOTINCs ;,. � �\ DIMENSIONS DIRECTION OF CxARACsE ABOVE) DETAILS \ 8' O.G. FIELD DOOR TRAVEL _ _ __ - USP HTT16 TYP. UN.O. \; USP --- � PLYWOOD GARAGE ENTRY FINISHED MASONRY" DETAIL j� � = 0 00o SEE ws4 SPT22 SHEATHING SCALE: N.T.S. S� _ '�N/,� P.T. BOT. PLATE RECESS /�SP USP WAL�BELOW 5/8'Xl0' J-BOLTS g 24' O.C. I' LINTEL / 8P74 MAX. IMIN. (2) PER BOTTOM PLATE) `1' �• HOLD DOWN CONNECTIONS / SPT4 . � NOT REQUIRED �' BEARING • � ALTERNATE: . •,. . t �t BOTTOM OF MOUNTING B E WALLS WITHOUT UPLIFT � � .•• • • ' • . 4'. 5/8' DIA ATR EPDXIED POURED CONCRETE BASE FOR. TO BE 2' ABOVE FINISHED , • M2460GT0 BOND BEAM BLOCK WALL. RECESSED 2X8 P.T. BOTTOM g SPACE FOR GARAGE DOOR GARAGE FLOOR UJAL L ICE AD E R D E T,4 I L Q PLATE ADD DWARTA1E N�NED FORWARD SCALE: N.T.S. �) FRAMING DETAILS ABOVE ENTRY _ R PARTIAL INTERIOR ELEVATION 5� � - 5/8'xl©' 'J' BOL78 � 24' O.C. MAX. SCALE: N.T.S. cJ. �• IMIN. l2) PER BOTTOM PLATE) SCALE: N.T.S. ___= No�B_ TYPICAL INTERIOR NON- ovER STUD -- I� FILL LINTEL AND ALL CELLS ABOVE LINTEL. BEARING U�OOD FRAME uJALL 2 X (o iM IN_� FRA1„i� USP NTT1� N USP SPT22 e EA. STUD NOTE: FOR BEAM DEPTH > 22', PROVIDE A 4'x4' INSPECTION J W,4L.L. i—i�AD�R D�T,�I� � TOP PL-,4TE SP�-ICE D�T,QIL M SCALE: NTS PORT +EACH VERTICAL REBAR t DIRECTLY ABOVE THE LINTEL. SCALE: N.T.S. SCALE: N.T.S. S�' 2x P.T. PLATE O2 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED S� SCALE: N.T.S. S� F- Z240 LBS S� NOTE: EPDXY TO BE 51MPSON 5/8' x 10' 'J' BOLT � 24' O.C. MAX ROOF TRUSS PR01'ERI-Y• 5ET-XP OR EQUIVALENT W/ 8' EMBEDMENT UPLIFT CONNECTOR ISEE SCHEDULE) ®SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. USP USP C 8'XS'X16' KO. BLOCK W/ (1) "5 MOISTURE BARRIER ®OPENINGS LESS THAN OR EQUAL TO 6'-0' IN WIDTH DO NOT GONT. AND FILLED SOLID W/GROUT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. (I) � YERT. IN GONG. FILLED CELL T�'PIGAL FILLED LINTEL A55EMBLY G W/ STD. 90• HOOK IN KO. BLOCK iGNEE UJALL ABOVE MASONRI' UJALL DETAIL E SCALE: N.T.S. � ,t SCALE: N.T.S. 5 HEADER SUPPORT NO. OF JACKS t STUDS REQ. AT OPENINGS OPENING 2x4 WALL 2x6 WALL STRAPS JACKS STUDS JACKS STUDS SIZE (UN.O. ON PLAN) EA END EA END EA END EA END I' - 4' ll) l2) lU (2J ll) USP LSTA30 4' - 9' (2) (3) l2) l2) ll) USP LSTA30 9' -16' (3) (3) l2) l3J (2) USP LSTA30