5444 4th St (2) - Laserfiche WebLink

Browse Search

. . I EXISTING CHURCH TRUSSES BELOW SHEATHED I II 11 n n II „ II li / \ PRIOR TO VALLEY FRAMING I j \ INSTALLATION I I I 8' I 2 X 6 02 YELLOW PINE I II Irv,`ATTIC 12' / VALLEY FRAMING TYP. 1 II II II I STAIRS USE (1) SIMPSON HETA20 STRAP AT EACH 2 X 8 02 YELLOW PINE COMMON TRUSS I TRUSS POURED IN BOND BEAM. FILL NAIL HOLES WITH IOD X 1 1/2 NAILS, 2 X 4 NAILERS TYP RIDGE BEAM TYP. O 28' 0" MAX Ir END NOT EXPOSED TO WIND 2 X 4 VERTICAL SCAB • 48" OC SIMPSON H3 FRAMING MAX CONN. W/ 4 160 NAILS +� 2 X 8 •2 YELLOW PINE ANCHOR TYP, 2 X 8 "2 YELLOW PINE O TOP t SIMPSON H3 HURR CLIP _O Q, O RIDGE BEAM TYP. RIDGE BEAM TYP. AT BOTTOM N 0 O . ROOF SHEATHING 2 X 6 «2 YELLOW PINE cp al •" RAFTER * 24" OC VERT SCAB 2 X 4 CONT SIMPSON H3 HURR p 4- 16D TOE NAILS STRAP EACH END CONT, 2 X 4 NAILER TYP RIDGE BOARD END 2- 16D NAILS PER TRUSS BEVEL CUT TYP 00, SIMPSON H3 HURR STRAP 48" OC GABLE END TRUSS TYP, SIMPSON H3 HURR STRAP m 46" OC TYP, CREATE ROOM AT THIS AREA FOR AIR SECTION 11,411 _ 11,411 WANDLER UNIT. SHEET FLOOR Cox PLYWOOD. COVER WALLS WITH ND4" ROOF VALLEY DETAIL CEILING OF ROOM WITH 1/2" GYPSUM BOARD TYPICAL CONY FRAMEVALLEY DETAIL " 30, Ole 31' 4" ROOF TRUSS FLAN 1/411 = 11 01' STUD SPACING L- BRACING NO L-BRACING (1) 2 X 4 L BRACING (2) 2 X 4 L BRACING (2) 2 X 6 L BRACING 16" O'-0" t0 415" 4'45" TO 810" 8'0"- 12'0" 12'0" TO 16'0" 24" 0'-0" TO 4'0" 4'0" TO TO" I TO" TO 10.0" 10.0" TO 14'0" ROOF EDGE NO ANGLE BRACING REQUIRED WHEN NOTE: G2X4 OUTRIGGERS AT 24Or, NO DROP CABLE NEEDED Q 2x4 CROSS -BRACING m RIDGE ABLE IS NO MORE THAN 24" TALL IN " WHEN OVERHANG IS 12 OR CENTER CONNECT OUTRIGGERS TO 20'-0" MAX GABLE WITH SIMPSON 142.5 LESS I I A BACKNAIL W1 (2) 160 NAILS MAX, 24" OVERHANG � (D I W U I _.—.—._._.—._._._._._._._.— +._._. - TOP/BOTTOM CHORD GABLE NOTE- PEAK of GA15LEIQUIED WHEN 16 40" OR LESS �. '0 o I gg O END BRACING m 45" O,C, MAX j 6 __ FOR THE FIRST 4 ROWS OF 2X4 WEB BLOCKS NAILED IN BETWEEN 5' �" I OO RIDGE X U WEBS WITH (2) 16D NAILS EACH END WITH "L BRACING TO EXTEND AT LEAST SO X O > 2 /� Q 4 TR S$ES (MIN 2X4) (6) 160 NAILS AT EACH END NAIL TO 2X4 M MUM -- OF WEB LENGTH ( SEE TABLE ABOVE ) O I O O MAXIMUM _ - STEP DOWN GABLE TRUSS WITH ONE LAYER �Q --.— .—:—._._.— ._._._._._:_.—._. L._.— U - W i/2" CDX SHEATHING OR 1/Ib" O°vB NAILED S- _ X O 4" OC WITH 8D COMMON NAILS O IO O l� \� ATTACH BOTTOM CORD OF GABLE TRUSS 2 IO © I (¢ 2X4 ANGLE BRACING At 48" OC ALONG TO 2 X 6 PLATE WITH 160 NAILS 6" OC a._.—.—._._._. X GABLE END NAIL ENDS TO 2X4 BLOCKING O i 2 I 5 O„ I 2 I O 4 U 1. WITH (2) 16D TOE NAILS Ei O I 3 3 • O I O3 O F O MIN 2 X 6 P.T, PLATE WITH O O d 1/2" X 8" ANCHOR BOLTS GABLE END x CONT. BOTTOM CHORD AT 24" OC. BRACING 0"x4" MIN.) m 1/2" CEILING BOARD � 10 -O° MAX, 2X4 NAILER ATTACHED TO BOTTOM CORD OF GABLE TRUSS AND COMMON TRUSS WITH 2 EACH 120 COMMON NAILS PARTIAL ROOF PLAN AT EACH UPRIGHT MEMBER OF GABLE ' SEE TRUSS SYSTEM ENGINEERING: DRAWINGS FOR ANY ADDITIONAL PANEL EDGE SUPPORT FOR NARROW WIDTH ROOF EDGE BRACING OR CROSS BRACING REQUIREMENTS A t�� 5 of PER APA TECHNICAL NOTE RMA, 16" - 24" INCH PANELS SO RING SHANK NAILS AT 6" OC AT ALL EDGES GA5LE END SRACINCs I�G 1 �IL ZONE 0 ARKAY ENGINEERING INC. DOUBLE PLY CLIP THE SIDE ADJACENT TO THE FULL WIDTH 8D RING SHANK NAILS AT 12" Or- INTERMEDIATE " �� STRUCTURAL I`NGINEERS PANEL NONE REQUIRED AT RIDGE OR HIP. 12 - 16 LUMBER ■ t �+ ONLY BLOCKING (2X4) FLAT WISE OR EDGEWISE ON THE SIDE ZONE O2 O3 SD RING SHANK NAILS AT , OC, 4 CC:LE AT R EQ i MINIMUM I R U S S 5 R A C ( N ADJACENT TO THE FULL WIDTH PANEL NONE REQUIRED AT ROOF EDGES, RIDGE LINES, OR GABLE END WALL ' ` v� MINIMUM , 1 �"+ , RIDGE OR HIP, 12" OR LESS USE LUMBER ONLY BLOCKING STAGGERED END JOINTS FOR SHEATHING BHALL BE (2X4) FLAT WISE OR EDGEWISE ON BOTH PANEL EDGES STAGGERED AND OCCUR OVER A FRAMING MEMBER ROOF SHEATHING NAILING DETAIL NOT TO SCALE RICHA L, KIODEY P.E, r-LORIDA LIc:ENSE KJM6ER 31296 HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS WERE PREPAREL77 BY ME -OR UNDER .MY DIRECT SUPERVISION ARE IN COMPLIANCE W TII CW.Ar- Tr- R' I6, SECTION 1605 OF THE THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE FLORIDA BUILDING CODE 200'1 FOR 120 MPH (3 SECOND GUST) AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2001 ' EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE FLORIDA BUILDING CODE AND 200E SUPPLEMENTS PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION, DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF - REPAIRS OR DELAY TO THE CONSTRUCTION z m fu zInlu r m 0 a 0 0 �z 5 - In 4,rl u Qm W C �X W A < u }� n Q OD M IU m �N N F- 3: U w Ul n 0 ]w In N Mr LL W u. mo r t- Itl rp s M�Nu Z u- J "'sii L 0 m F j ; 1m oY � I U (Ltn V F- Q _O N_} !1J a Ll) CD Z � O � d z � U m LL O^ U U :r 1Li N N TOTAL AREA 580 60, FT, FIG 3OF4 ,ARKAY +�