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2X6 VERTICAL Ti LEG TO BEARING 2X6 (MIN_' NO. 2 YP CONN Wf (5) -12D NAILS AT THE TOP VALLEY FRAMING (TYP.) AND A SIMPSON VCT2 AT THE BOTTOM I/ \ / MIN 2X& N0.2 SOUTHERN YELLOW PINE COLLAR TIE IX6 (MIN.) / / RIDGE BOARD SIMPSON H3 HURRICANE TIES EVERY OTHER RAFTER FL' 10456.13 `\\(5) Sd COMMONS EACH END PLYWOOD SHEALTHINCs SIMPSON VCT2 VALLEY CONNECTION TRUSSES SHEATHED AND NAILED WITH 8d COMMONS 6" O.C. PRIOR TO VALLEY FRAMING 5IMP50N VCT2 VALLEY CONNECTION AT EACH END OF EVERY RAFTER 2X6 CURB BOARD CONNECTED TO THE TRLIS5E5 BELOW WITH (3) 12d COMMONS AT ALL INTERSECTING LOCATIONS. CONV VALLEY FRAMING USE 2X6 BLOCKING WHERE THE VALLEY FRAMING DOES NOT VALLEY RAFTERS WILL BE A MIN 2X6 INTERSECT WITH THE TRUSSE &BELOW. NAIL THE BLOCKING 02 SOUTHERN YELLOW PINE AT 24" Or - BETWEEN THE TOP CHORDS OF THE TRUSSES AGAINST THE WITH A MAX SPAN OF II'-5°. WHERE THE SHEATHING U51NG (2)12d COMMON NAILS IN EACH END. NAIL RAFTERS SPAN 15 LONGER A VERT T-LEG THE SHEATHING TO THE BLOCKING WITH Sd COMMONS AT (2X(a) TO BEARING WILL BE REQUIRED. 6" OC STAGGERED. II II / 11 II II II II II II 11 II II II II II II II II II II It II II II II II It II II If II U it 11 If 11 II II 11 11 II 11 II II II T-LEB!"s TO RING ' w u n n n If n u n T-LEs TO BI=ARING II If n n n n u n <ER 3 71RU55E5 11 n n n II n n 11 \� II II 11 11 If 11�G'VER 3 1r�U55FS 11 11 11 11 11 If I I I I II II II II ,I It „ II ,I 11 it II „ 11 II FI it 11 II II \\ II ,I 11 II II 11 II 11 „ II 11 / � 11 II II 11 II II 11 ,I II II II 11 I, II 11 / 11 II II 11 {{ \l� ,I 11 11 11 11 II 11 ,I 11 11 1{ {1 11 11 II N „ II II II 11 II II „ II II II II 11 II 11 > It 11 II II II II „ 11 I, II II II II II II N II II II II It II II it II 11 11 II II X�� II 11 11 11 !! II '; 11 11 11 II II II ;; 11 /� 11 11 II II 11 II 11 11 II 11 II II 11 /y� 11 11 11 II II II ,� '; II II it II it II ;; 11 �`/LV 11 11 II 11 11 11 11 ,, GJ II II II 11 11 II II 11 11 U II II 11 11 it n n \\II 11 COLLAR TIE EVERY OTHER TRUSS it ATTACH THE RAFTERS TO THE L , it 1, If II 11 If I II II 11 it 11 BEVELED CURB BOARD WITH SIMPSON „ f,Ip „ VCT2 VALLEY CONNECTION5.11=11-' 10861.5 �O It n u u r ��} ii i i i NAIL THE BEVELED CURB BOARD INTO THE TRUSSES WITH (3) 12d 71- II n n n n % " COMMONS AT ALL POINTS " 11 II / " II II II II II II II II II it II ;i ;; II II 1, 11 11 I 11 11 it II II 11 11 " ROOF TRU55ES BELOW " " \ if ROOF TRUSSES BELOW" " II II 11 II II 11 " VALLEY AT 24" OC " " " \ 11 VALLEY AT 24" OC II " II II II \ II 11 11 11 II II It it " ,1 „ II 11 " 'I " II II II II II II 11 II 11 II 11 II II �' it II 11 1 1 II II II II 11 11 it 11 II II " 11 II II I 11 II it II 11 11 II II II II " II 11 II II II it II II II 11 II II II II II " 11 it II II II II II II II II II II 11 11 II " II 11 II II II II II II II II II 11 II 11 11 II 11 II 11 II 11 II II Il II II II 11 II ii II II it II II II 11 11 II li 11 it II 11 II II II II II 11 11 11 II II II II II II II II CONNECT THE RIDGE BOARD TO THE CURB BOARD BELOW WITH A SIMPSON VCT2 VALLEY CONNECTION DATE NO 1/2" SHEATHING NAILED WITH Sd COMMONS F #4 G E 5 AT 6" OC IN ALL AREAS USE PLY C11 P5 -- c)/ 14 / 11 SCALE BETWEEN THE SHEETS AND BLOCKING WHERE VALLEY RAFTERS WILL BE A MIN 2X6 _ - MIN 2Xro BEVELED CURB BOARD PLY CLIPS WONT WORK."" \\ \ SEE THE ROOF PLAN FOR THE SIMPSON CONNECTIONS 2X SUB -FASCIA ALCOA VENTED SOFFITT FLO I I I'BI,8 THE CEILING WILL BE 1/2" SHEATHING NAILED WITH 8d COMMONS AT 8" OC IN ALL AREAS. THE SHEATHING CAN BE PAINTED OR COVERED WITH A FINISHED VINYL MATERIAL, SIMPSON ABU44 AND ABU46 POST BASE ATTACHED TO THE SLAB WITH A 1/2 11 x 8" J-BOLT, FL*1O849,ro FRAMING NOTES., 1) ALL WOOD USED FOR SOLE PLATES OR IN CONTACT ALIGN WITH THE FOUNDATION WALL BELOW. (FRAME WITH SOIL WILL BE #2 PT SOUTHERN YELLOW PINE , WALLS ARE HELD IN 1/2" TO ALIGN THE EXTERIOR SHEATHING WITH THE FOUNDATION). 2) ALL INTERIOR AND EXTERIOR WALLS SHALL BE 02 OC, 8) ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SPRUCE OR BETTER AND SPACED 16" SHALL BE PRESSURE TREATED LUMBER. ' 3) ALL ENG. WOOD BEAMS SUCH AS MICROLLAMS HAVE BEEN DESIGNED ACCORDING TO THE 5) ALL WOOD HEADERS ARE TO BE NO LESS THAN A DBL 2X6 TRUSSJOIST SPECIFICATIONS, *2 SOUTHERN YELLOW PINE. 4) ALL OF THE SIMPSON FASTENERS AND HANGERS NO PLYWOOD SPACERS REQUIRED) j MAY BE REPLACED WITH THOSE OF EQUAL OR GREATER 10) ALL FLOOR JOIST, ROOF RAFTERS, AND HEADERS VALUES, ALWAYS VERIFY THIS WITH THE ENG. OF RECORD, SHALL BE NO LESS THAN 02 SOUTHERN YELLOW PINE LUMBER. IF THE LUMBER WILL BE IN THE WEATHER OR 5) ALL ELECTRICAL,PLUMBING AND MECHANICAL ROUGH INS CLOSER THAN 18° FROM THE GROUND IT WILL NEED MUST BE COMPLETED, INSPECTED AND APPROVED PRIOR TO REQUESTING A FRAMING INSPECTION. TO BE PRESSURE TREATED. EXCEPT AS NOTED, (0) ALL INTERIOR DIMENSIONS ARE GIVEN TO THE INDICATED 11) ALL TEMPORARY AND PERMANENT BRACING INFORMATION CENTER OF THE STUD UNLESS NOTED OTHERWISE. FOR THE ENGINEERED ROOF TRUSSES WILL BE FURNISHED BY 1) ALL OF THE EXTERIOR DIMENSIONS ARE GIVEN TO THE THE TRUSS COMPANY THAT PRODUCES THE TRUSSES. FACE OF THE FRAME OR MASONRY WALL WHICH WILL 12) NAIL 2x BLOCKING BETWEEN TRUSSES IN ALL AREAS THAT i A PLY -CLIP CANT BE APPLIED, " " MONO HIP TRUSSES = EXISTING ROOF 2x8 HEADER ====�= �= --- --------------------== ===== ------ -- --------------------------------- WITH A 1/2" SPACER SEE FLOOR PLAN SEE THE FLOOR PLAN FOR THE POST LAYOUT AND SIZES - 24"- - POUR A 24" SQUARE x 8" THICK 3000 PSI CONCRETE PAD UNDER ---------- EACH POST, A 05 REBAR MAT IS REQUIRED WITH BARS AT 12" OC I I EXISTING HOUSE USE GAF -ELK ROOF UNDERLAYMENT TO MOISTURE PROOF THE SHEATHING FL" 10626.1 3 PLY POST AT THE INTERSECTION THE SLOPED JACK RAFTERS AND THE FLAT RAFTER OF THE ROOF PLANES INTERSECT AT THE SLOPED HIP CORNER RAFTER - SIMPSON YTG2 NAIL A 2x6 LEDGER TO THE - - -------------------- END OF THE ROOF TRUSSES 51MP50N L550 WITH (3) 12d COMMONS AT - " EACH TRUSS StMPsoN H3 MIN 2X6 BEVELED CURB BOARD MONO TRUSSES ----------------------------------- i= _ _ --------------------------------- ATTACH EACH TRUSS TO THE SIDE OF THE EXISTING REMOVE THE EXISTING OVERHANGS. MASONRY WALL WITH A SIMP50N HMS HURRICANE TIE FLO 11413,ro GAF STANDARD SHINGLE DETAIL Ii°I1"I1" VtIi�LEY LINING MATERIAL 6 " MIN, NORMAL WIND LOAD 0� ' �\��z 5" EXPOSURE 1 , FLO 10124.1 2" CENTERLINE ALWAYS REFER TO THE MANUFACTURERS SPECIFICATIONS FURNISHED TO THE JOBSITE, 41tx5" ANGLE 26 GAUGE GALVANIZED METAL RUBBER VALLEY FLASHING OVER THE TOP OR 12" WIDE 26 GAUGE GALVANIZED METAL ALL SHINGLES ARE TO BE NAILED WITH 11 OR 12 GAUGE GALVANIZED NAILS WITH 3/8" DIAMETER HEADS. ALL NAILS MUST PENETRATE AT LEAST 3/4" INTO THE WOOD SHEATHING. I DESIGN SERVICES INC. MOBILE/ OFFICE 352-20(6-5821 R. S. HA ,j�LEY OFFICE FAX 352-588-2342 P O BOX 1325 SAN ANTONIO FLA. 33516 EMAIL: hanlegOrcoembarcimail.com DETAILS AND CROSS SECTIONS JOB NAME AND ADDRESS: EFRAIN MONTES-MENDOZA 386 01 NORTH AVE ZEPHYRHILLS , FLORIDA COVERED WALK 306 SF DAVID W. 5MITH, M5. f='E. FLORIDA LIC.* 53608 352-521-0865 OFFICE 352-521-0861 FAX, 3909 WALLASTON DRIVE DADE CITY ,FLA. 33525 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE-1, THE FLORIDA BUILDING CODE 2001 EDITION AND THE 2009 SUPPLEMENTS WITH ALL REVISIONS AND UPDATES TO FBC-01, DAVID W. SMITH MS. PE. * 53605 l i