36480 Garden Wall Way - Laserfiche WebLink

Browse Search

W C�. 5-1 31111M E E tz 0- C) $14 STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE PROVIDE 2X4 MIN. BLOCKING AT VARIES W/ E u 4 "'H --- *DIAGONAL SPACED SEE ROOF OF HIP/RIDGE, TYP.BETWEEN \AV ROOF SLOPE AN SHEATHING AT 15'-0" O.C. MAX PLAN TRUSSES W/ (2) 12D NAILS EACH WOOD WALL-\ END TO TRUSS TOP CHORD OR TRUSS. �--2X4 CONT. W/ (2) TYP. WOOD POST. SEE FLR SEE PLAN 16d COMMONS PLAN FOR SIZE & BASE BLOCKING 2X4 BLOCKING CONNECTION - SEE NAILS EACH BETWEEN TRUSSES TRUSS PLAN STUD TYP. T&B A SECT. A -A \A EXTEND TRUSS OR SLAB 1 1/2" ROOF SYSTEM G.T. (2) #5's CONT. T&B wl ADD 2X4 ALONGSIDE 4 #3 STIRRUPS AT 4'-0" TOP CHORD WHEN REQ'D WHEN DEPTH TO PREVENT PLYWOOD PORCH SLAB SEE 7EXCEEDS 30" SPAN FROM EXCEEDING JACK FOUNDATION PLAN DE SHEARTRANSFER MAX 24" SPAN (EITHER I�RUSSES HIP I I , i z . I I - z SIDE OR BOTH IF REQ'D) 00 G.T EXTERIOR. WALL r7 CONTINUOUS LATERAL BRACING- SCALE: N.T.S. NAIL OVER X-BRACE AS SHOWN- 114" INSTALL BLKG. AT TRUSS WEBS FOR NAILING X-BRACING - 2x4 SPF OR SYP (2) 12D NAILS wl 2-16d @ EACH TRUSS WEB AT 12" O.C. MAX 2x4 #2 SYP NAILER. NAI TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL ROOF AND EXTERIOR SHEATHING CROSS BRACING DETAIL JYP.)rj--�� HIP/RIDGE BLOCKING DETAIL ENTRY PORCH SILL EACH TRUSS TO ATTACHED PER NAILING SCALE: N.T.S. SCALE: N.T.S. NAILER w/ (3) 1 Od SCHEDULE SCALE: N.T.S. SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ TYP. HAND FRAMING ABOVE TRUSS WOOD OR MASONRY ABOVE IF 2x DOUBLE LEDGER, FRAMING PLAN TRUSS NOTES: CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2-4- O.C. MASONRY PIER SEE FLOOR PLAN ATTACH FIRST PLY 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPl-2014 MAY BE NAILED EACH DIRECTION TYP. U.N.O. FOR COLUMN INFO WOOD OR MASONRY TOP COURSE TO w/ (4) 16d NAILS TO EA. (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIN wl MIN. (4) 12d WHEN VERTICAL SCAB BE CHAIR BLOCKS. END OF TRUSS THEN #2 SPF 48" O.C. W/ (4) INTEGRATE MASONRY ATTACH SECOND PLY w/ D AREA IS GREATER 2x6 ABOVE MASONRY I I- I BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO 2x8 BLOCKING NAILED @ 1 Od TOP & BOTTOM KNEEWALL INTO CMU BASE OR PIER SEE FLOOR Al ENTIRE BASE TO (3) ROWS OF 16d NAILS INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS EACH S I DE w/ (3) 12d NAILS OR SIMPSON H2.5A w/ MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN BE FILLED SOLID AT 24" O.C. COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES WHEN REQUIRED w/ (2) (10) 8d NAILS _Ail INFO OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD REQUIRED SIMPSON HTS20 w/ (24) 1 Od x SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & 1 1/2" NAILS EACH [I MASONRY KNEE WALL MAX 3 SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION I COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 SEE ELEV. FOR SIM PSON LUS26 w/ (8) 10d OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED w/ (1) #5 CONT. FILLED CELL VERTICAL EACH BLK HGT. NAILS OR IF 2 PLY TRUSS VERIFY WITH PLAN FOR 0 1 A 0 1 M /M I ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER COLLAR TIE z REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED SIMPSON LUS26-2 w/ (8) 16d Z SEE FLOOR FRAMING PLAN A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. --#5 REBAR CONT. AND J/S6 FOR MORE INFO. 1) Al I 00AI'll ll tD l CWnIAIKI All Ql I Ill IN Ar)n1TlnK1 T(-) r-T)KITINI Irm Iq EVERY 3rd 0 L MAX 3 SOLID. SEE ELEV . I NAILS TO LEDGER rl%L-L- U"r,%%, I I A%A LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20' -0" O.C. MAXIMUM. ezl, I ** r-111 2x4SPF2(2)#7X3-1/2" WOOD SCREW EACH �- I 1-1 bA,'jt 0114t URSE (3) #5's EA. WAY ]FT ] �,w L-"VL-L- EXTEND SLAB -1 1/2" BEYOND 2X8 #2 SYP CONT. LEDGER W/ (4) 16d NAILS ATTACH NAILS INTO END OF EACH FLOOR LOCATION AND DIRECTION (IF PARALLE SEE 2/D2 FOR BLOCKING INFO) I — I- — Uj TRUSS, 24;; O.C. MAX. (AT EACH 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d TRUSS OR SIMPSON LU BLOCK FACE MASONRY WALL NAILS AT EACH TRUSS INTERSECTION. CB:�— H2.5A W/ (10) 8d NAILS U) SIDE OF G.T. INSTALL (4) NAILS 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS AT 48" O.C. EACH SIDE) (TYPICAL) DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT /B - B ,EXTEND r9 8" ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB - 13,� W, SLAB 1 1/2" SECTION AT LOW ROOF 9 1 `- BEVEL CUTS PORCH SLAB SEE SCALE: 1/2" V-0" 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS (OPTIONAL) SLAB DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS FOUNDATION PLAN 1C2E!DE PRE-ENG. TRUSS 11FLEVEL 2X4 BLOCKING CONT. ROOF SHEATHING AT TRUSS TOP z 2X4 DIAGONAL AT 8'-0" O.C. (2) #5's CONT. T&B w/ C14 BETWEEN EA. TRUSS CHORD AT ALL HAND FRAMED AREAS TYP. CONTRACTOR TO INSTALL SEE CUT #3 STIRRUPS AT 4'41 MAX & EACH END ALTERNATE SECTION FOR A DIRECTION TYP. A MIN 3" x 3" WEEP HOLE MORE INFO WHEN DEPTH L ALONG w/ PITCHING SLAB EXCEEDS 30" V-411 01 DIAGONAL-�- 2x8 #2 SPF RIDGE BEAM TO DRAIN WATER AT 8'41 WOOD 2x6 RAFTERS FOR SPANS 4FT TO 8FT COMMON TRUSS KNEEWALL OPT. (ELEV TO INDICATQ MAX TRUSS 2X4 RAFTERS FOR SPANS LESS THAN MASONRY COLUMN W/ INTERIOR BRG. 4FT @ 2'-O"O.C. MAX. w/ (3) 1 Od SEE PLAN FOR COMMON TOENAILS TO BEAM ENTRY PORCH SILL CONNECTIONS rl INFO. 2X4 CONT. A�-/ --CONC.MASONRY SCALE: N.T.S. T & B CHORD STEEL OR WOOD BEARING SUPPORT SIMPSON LSTA18 I,SEE PLAN 1, CENTERED AT J FOR CANT.1 SI M PSON HUC41 0 w/ (14) A -A ALTERNATE BLOCKING w/ (12) 10d NAILS 16d INTO HEADER & (6) - TRUSS/ SPLITTOTIE 1 Od INTO BEAM - SEE AWO-P WALL ROOF PLAN FOR MORE "P8EE PLAN DETAIL @ INTERIOR BEARINGr3"� BEAMS TOGETHER INFO SCALE: N.T.S. SEE FLOOR PLAN FOR - Y2" CDX PLYWOOD OR Yll O.S.B. M IN. (2) 2x8 #2 SYP ----------ZWOOD TRUSS COLUMN SIZE& BASE 7/16" OSB FLITCH PLATE SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR A PROVIDE BLOCKING AT ALL TRUSS BEARING SEE FLOO CONNECTION INFO REQ'D ONLY WHEN OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS SUPPORT WHERE TRUSS DEPTH EXCEEDS FOR COL� R PLAN INDICATED ON BM. ABOVE W/ 8d NAILS @ 4" O.C. IN TYP. WOOD TRUSS BLOCKING DETAIL UMN S12ZE SCHEDLILE/PLAN SCALE: N.T.S. STANDARD HEEL HEIGHT & ADDITIONAL INFO. ------7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR FIELD, EDGES & BOUNDARIES REQ'D ONLY WHEN COLUMN SIZE& BASE 2x4 #2 SPF STUDS @ INDICATED ON BM. CONNECTION INFO 12" O.C. W/ USP SPT22 OPTION A SCHEDULE/PLAN OPTION B OPTION C @ BASE & SPT24 @ 47 -'N� TOP EXTERIOR SHEATHING COMMON BM. TO POST ATTACHMENT rA 2x4 #2 SYP P.T. PLATE W/ ATTACHED PER SEE ROOF PLAN SCALE: N.T.S. SEE FLOOR PLAN SEE PLAN FOR %" EPDXY ANCHOR OR 2x4 STUDS w/ SIMPSON NAILING SCHEDULE FOR BEAM SIZE & J-BOLT OR Y2" TITEN HD NON-BRG. WALL IF CONCRETE STAIRS AT BASE SEE J/S6 FO CONNECTION INFO. A CENTER OF POST 2- ANCHOR @ 24" O.C. W/ FOR BRG. OR REQ'D STAIR INFO. SP1 w/ (10) 1 Od NAILS "r, BM SPLICE OVER FORMED & POURED MORE INFO. A SEE PLAN MAX. MIN. 6" EMBEDMENT 1� SEE PLAN FOR 24" STEPS W/ (1) #5 EACH STEP Ah * 4 X X X X rPORCHSLABSEE TOP OF TAM VrJ 4 A 4 EXTEND SEE PLAN FOR OPT. FOUNDATION PLAN SLAB 1 1/2" 2x4 BASE PLATE W/ STAIR INFO. IF SIMPSON LSTA30 w/ 4 LMAIN HOUSE CONCRETE STAIRS (22) 10d NAILS OR FORMED & POURED 4 (2) #5's CONT. T&B w/ CL SIMPSON MTS12 w/ SLAB Uj W/ (1) #5 EACH STEP #3 STIRRUPS AT 4'-0" 41' z (14) 1 Od x 1 1/2" NAILS SI IPSON (2) HTS20 w/ (14) SIMPSON (2) 44 71 co \\--SEE PLAN FOR 4 TO FLOOR GIRDER HTS20 w/ (14) WHEN DEPTH 10d NAILS TYP. U.N.O. (2) #5's CONT. T&B PORCH SLAB SEE 8: C-4 BELOW @ 16" O.C. CANT. IF 10d NAILS EXCEEDS 30" A w/ #3 STIRRUPS AT GRADE FOUNDATION PLAN SEE FLOOR PLAN FOR INDICATED TYP. U.N.O. 4'-0" WHEN DEPTH Lid 4 (n 2 COLUMN SIZE & EXCEEDS 30" % -Z ADDITIONAL INFO. A CN (2) #5's CONT. T&B (WOOD COLUMN SHOWN) Z N sk Z GARAGE OR A A wl #3 STIRRUPS AT MIDDLE 4'-0" WHEN DEPTH 16" FLOOR SYSTEM FLOOR GIRDER LOWER SLAB 1'4" EXCEEDS 30" -LOWER OR SEE PLAN FOR SEE PLAN FOR SEE PLAN 4-- GARAGE SLAB DIRECTION CONNECTION V-4" V-4" SEE PLAN CORNER SEE FOUNDATION SECTION @ FLOOR 51' PLAN FOR MORE INFO PORCH SILL LARGE STEP DOWNK-17'N� CONNECTION r22*� COMMON BM. ATTACHMENT SECTION_@ GARAGE MONOi( �21 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. C.A C:) C� cc 0 , 0%il ow,4, Q) CIL 6 0 A., F 0 Ll 0,0 )F I— SS\ N111 Ix To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E C", 8 N 6 0) 2 a) .0 0 0 CZj 0 !11 7! Co l l ul 0 z 6) Q. se 0 ia C� (D Y, 0a W 6 M unCY) z z 1.0 04 3 z W 0 0 CD N § 9 o LU C 0 L. .) L/ I (�-- Ln (h U U 0 __j c6 E �2 5 C3. 0 E U cc E W CL E 0 C14 ra t (0 .0 z z W C—) 3� NJ 9 M 2 E2 d) cn > C cc 0 CO r-, C:) CO 0 CN Ln 0 72 -0 C14 04 C) 0) 0 .0 0 (=) 00 04 Lo E CY) C14 z cc z E E cc 0 0 JOB NO: 22-09405 SCALE : AS NOTED SHEET NO. Dil (MONO)