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CUSSES BELOW SHEATHED 210R TO VALLEY FRAMING 3TALLATION 6 •2 YELLOW PINE -LEY FRAMING TYP. COMMON TRUSS 2 X 4 NAILERS.TYP 2 X 8 02 YELLOW PINE SIMPSON H3 FRA_ MINE RIDGE BEAM TYP. ANCHOR TYP. ROOF SHEATHING VERT SCAB 4- 160 TOE NAILS CONT. 2 X 4 NAILER TYP o RIDGE BOARD END. 2- 16D NAILS PER TRUSS BEVEL CUT TYP UPS RT3 OR SIMPSON H3 HURR STRAP 45" or- TYP. SECTION "A" _ "A" 2 X 4 VERTICAL SCAB + 48" OC MAX CONN. W/ 4 16D NAILS m • 2 X 8 02 YELLOW PINE TOP 4 USP RT3 OR SIMPSON H3 RIDGE BEAM TYP. HURR CLIP AT BOTTOM 2 X 6 02 YELLOW PINE " RAFTER a 24" OC 2 X 4 CONT UPS RT3 OR SIMP50N — H3 HURR STRAP EACH END UPS RT3 OR SIMPSON H3 HURR STRAP * 46" OC TYP. ROOF VALLEY DETAIL TYPICAL CONY FRAME VALLEY DETAIL ALL CONNECTORS ON VALLEY FRAMING DETAIL HAVE BEEN REVIEWED AND SIZED FOR COMBINE UPLIFT, SHEAR AND LATERAL LOADS STUD SPACING NO (2) 2 X 4 (2) 2 X 4 (2) 2 X 6 L- BRACING L-BRACING L BRACING L BRACING L BRACING 16" 0'-0" TO 4'5" 4'-5" TO 8'O" 8'0"- 12'0" 12'0" TO 16'0" 24" 0'-0" TO 4'0" 4'0" TO 1'0" 1'0" TO 1&0" 10'0" TO 14'O" BACKNAIL W/ (2) I&D NAILS- 2 X 4 WEB BLOCK& NAILED IN BETWEEN - WEBS WITH (2) 16D NAILS EACH END WITH (6) I&D NAILS AT EACH END NAIL TO 2X4 2 X4 OUTRIGGERS AT 24" OC NOTE: CONNECT OUTRIGGERS TO NO DROP GABLE NEEDED GABLE WITH SIMPSON H2.5 WHEN OVERHANG IS 12" OR LESS MAX. 24" OVERHANG NOTE: NO L BRACING REQUIRED WHEN PEAK OF GABLE IS 4'0" OR LESS - "L" BRACING TO EXTEND AT LEAST SO A M DEGREEe MAXIMUH OF WEB LENGTH l SEE TABLE ABOVE ) - - STEP DOWN GABLE TRUSS WITH ONE LAYER - 1/2" COX SHEATHING OR VI6" OSB NAILED - WITH BD COMMON NAILS 4" CC - SIMPSON LSTA24 OR EQUAL I - AT 2b" OC ( TYP) 2 X 4 ANGLE BRACING AT 48" OC ALONG GABLE END NAIL ENDS TO 2 X 4 BLOCKING WEB BLOCKING WITH (2) I&D TOE NAILS - TYPICAL WOOD WALL BELOW 1/2" GYPSUM WALL BOARD 2 X 4 NAILER ATTACHED TO BOTTOM - CORO OF GABLE TRU$$ AND COMMON TRU$$ WITH 2 EACH 12D COMMON NAIL$ AT EACH UPRIGHT MEMBER ON GABLE GABLE END BRACING DETAIL THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND IESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES/INCLUDING REASONABLE ATTORNEY FEES)ARISING OUT OF OR RESULTING FROM THE 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 STEEL PLYCLIPS PLYWOOD NAIL PATTERN (ROOF) PLYWOOD NAILED AS SHOWN IS DESIGNED TO WITH STAND MAXIMUM WIND LOAD RATING OF 130 MPH PANEL EDGE SUPPORT FOR NARROW WIDTH ROOF EDGE PER APA TECHNICAL NOTE R215A. 16" - 24" INCH PANE LS DOUBLE PLY CLIP THE SIDE ADJACENT TO THE FULL WID TH PANEL, NONE REQUIRED AT RIDGE OR HIP. 12" - 16" L UMBER ONLY BLOCKING (2X4) FLAT WISE OR EDGEWISE ON THE SIDE ADJACENT TO THE FULL WIDTH PANEL NONE REQUIRED AT RIDGE OR HIP, 12" OR LESS USE LUMBER ONLY BLOCKING (2X4) FLAT WISE OR EDGEWISE ON BOTH PANEL EDGES n_. A /-#-%1-1^ ^ ems*--� A -I1 I - i11?-%r r TOP/BOTTOM CHORD GABLE END BRACING w 48" O,C, MAX FOR THE FIRST 4 ROWS OF TRUSSES CONT. BOTTOM CHORD BRACING (1"x4" MIN.) 10'-0" MAX, SEE TRUSS SYSTEM ENGINEERING ]DRAWINGS FOR ANY ADDTIONAL BRACING OR CROSS BRACING REQUIREMENTS RE Q, MINIMUM TRUSS 5 -'ACINCH 1/2" SETBACK TO ALLOW FOR 1/8" LATH/STUCCO 1/2" (15/32") PLYWOOD SHEATHING (TYP) OR 1/16" OSB SHEATHING FASTENED W/8D NAILS ,0 8" OC MAX. ATTACH WINDOW 4 DOOR FRAME TO ARCH FRAMING WITH 010 SCREWS SPACED PER MANUFACTURE 3/4" BUCKSTRIPS ATTACHED TO FRAMING MUST EXTEND _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ BEYOND WINDOW FRAME TO PROVIDE FULL SUPPORT 2 X 8 P.T. ( RIPPED AS REQ'D) HEADER MAY BE ATTACHED TO BLOCK W/ 5/8" EXPANSION OR EPDXY -SET ANCHORS m MAX 8" FROM END AT 32" OC MAXIMUM BETWEEN, EQUALLY SPACED AND STAGGERED IN LIEU OF "TAPCON" ANCHORS NOTE: IF SPACE is CENTER OF ARCH IS 4 1/2" OR LESS DELETE 2 X 81 PROVIDE SOLID BLOCKING TO MASONRY BEAM ABOVE S" PREG T LINTEL OR STEEL LINTE CURED DBL 2 X 8 m CENTER OF ARCH ( RIPPED AS REQ'D) •-- --- --- -- --- --- --- --+ ATTACH EACH W/SIMPSON "H4 CLIPS, TWO A EACH END I 1 f-- ------------------------i - - 1 1 2 X 8 P.T. ( RIPPED AS REQ'D) ATTACHED TO BLOCK W/2 - 3/16" "TAPCONS" 6 EACH END AND AT 6" O.C. 1 I MAXIMUM BETWEEN. EQUALLY SPACED AND STAGGERED 1 i ( MINI 1 1/4" PENETRATION INTO BLOCK ) 1 1 MASONRY BLOCK _ 2 X 4 BLOCKING ALONG EDGE PF ARCH OPENING SPACED MINIMUM 8" ( MAXIMUM 10" O.C.) 1/2" X 4" BUCKSTRIP ALONG ARCH OPENING ARCH WINDOW FILL - IN - DETAIL SECURING PREHUNG TO BUCK STRIPS PER YOUR MANUFACTURES INSTRUCTIONS ATTACH MINIMUM 3/4" P.T. BUCK TO MEET WIND LOADS AND COMPRESSIONS STRIP THAT IS THE MINIMUM WIDTH RATINGS FOR YOUR JOB LOCATION. ALL OF DOOR FRAME USING "09'lX1 3/8II ANCHOR SCREWS MUST PENETRATE BLOCK T- NAILS MAXIMUM 10" OC" WALL A MINIMUM OF 1 1/4" AND THERE SHALL BE A MAXIMUM 1/4" SPACE BETWEEN BUCK AND DOOR JAMB LIN EL CAULK DOOR FRAME PER YOUR MANUFACTURES RECOMMENDATIONS E3LOCK DOOR ATTACHMENT DETAIL SECURING WINDOW TO BUCK STRIPS PER YOUR MANUFACTURES INSTRUCTION TO MEET WIND LOAD AND COMPRESSION RATINGS FOR ATTACH MINIMUM 3/4" P.T. BUCK STRIP YOUR JOB LOCATION. ALL ANCHOR SCREWS THAT IS THE MINIMUM WIDTH OF YOUR MUST PENETRATE BLOCK WALL A MINIMUM OF WINDOW FRAME USING 0137 X 1 3/0" 1 1/4" AND THERE SHALL BE A MAXIMUM 1/4" T- NAILS MAXIMUM 10" OC SPACE BETWEEN BUCK AND WINDOW FRAME CAULKED WINDOW PER YC WINDOW MANUFACTURES 81 RECOMMENDATIONS TO M1 LOAD AND COMPRESSION FOR YOUR JOB LOCATION 5LOCK WINDOW ATTACHMENT DETAIL ARKAY ENGINEERING INC. ST CTURAL ENGINEERS • .-7( ' RICHARD 1-. IDD .. P.E. FLORIDA LICENSE N;01`11!5ER 3Ts9r:� I HERBY CERTIFY THAT THESE PL ,NS AND SPECIFICATIO NS WERE PREPARED BY ME OR UNDER Mr,,( DIRECT SUPERVISION ARE IN COMPLIANCE WITH (,;HAPT£R I6, SECTION 1609 O F THE FLORIDA BUILDING COPE 2004 FOR 120 MPH (3 SECOND GUST) WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2004 FLORIDA BUILDING, CODE AND ALL 2005 AND 200E SUPPLEMENTALS O O Z N 0 Z (� ti Lo Lo Q Z a M J cn m a x M ¢ U w 00 0 0 LL. w w 0 O O = Q (n O U M 06 = U N J LO 0 N 0 0V F- <Mamo W U (n O r cq M � Q � t01 om-' M c4 W cal >� mN� � 1L �ma0 U vo L J z� z � Jv LL O UJI ccv Q) Q) z Q) .m i6 d) V I toui z-�� CA `a 6 o Y IL d) S —a _cU J Q (L 0- <C 11 l u.i d d Z (] .Q L1 Z 0 � O � O B W z0 Q Q O Q O_Z Z Cn 0 w J_ cn 8 Ww 114 a-U cj z 0LL_ OO J w w C' J �= V I— �O J i?. N c i BUILDING 5400 ENTRY "1 49.3 ENTRY #2 49,3 TOTAL 5498.E r0F� ARKAY / 1409