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NA I L I N(5 5GHEDULE ALL NAILS ARE d GOMMON NUMBER AND 5PAGIN6 LEDGER STRIP Ibd 3 6 EA. J015T 50LE PL. TO J015T OR BLK'6-FAGE NAIL Ibd Ib' D.G. TOP OR SOLE PL. TO STUD -END NAIL Ibd 2 STUD TO SOLE PL.-TOE NAIL 8d/Ibd 3/2 DBL. 5TUD5-FACE NAIL IDd 24" O.G. DBL. TOP PLATES -FACE NAIL IOd Ib" O.G. GONTINUOU5 HD'R TWO PLAGE5 Ibd Ib" O.G. ALONG EA. EDGE GONTINUOU5 HD'R TO 5TUD-TOE NAIL Sd 3 IX8 5HEATHIN6 OR LE55 TO EA. 13RN'6-FAGE NAIL Sd 2 OVER IX8 5HEATHIN6 TO EA. BRN'6-FA(E NAIL 8d 2 BUILT UP CORNER 5TUD5 IOd 24" O.G. BUILT UP 61RDER5 AND BM5 UP TO TRU55 MEMBER5 IDd 32' O.G. ® TOP AND BOTT. AND 5TA66EREP 2 END5 ® EA. 5PLIGE 1/2" 6YP5UM 5HEATHIN6 II 6A. 1-1/2" 6ALV.1/16" HEAD. 4" ON EDGE 8" IN FIELD 5/8" 6YP5UM 5HEATHIN6 II 6A. 1-3/4" 5ALV. Nib" HEAD. 4" ON EDGE 8" IN FIELD 1/2" 6YP5UM WALLBOARD 1-3/8" DRYWALL NAIL 1/I6" HEAD. -I" ON GEILING 8" ON WALL5 5/8" GYPSUM WALLBOARD 1-1/2" DRYWALL NAIL 1/Ib" HEAD. l" ON GEILING b' ON WALLS HARD BD.. LAP 51DIN6-DIREGT TO 5TUD 8d GORRO510N RE515TANT H/ MIN. SHANK PIA. OF .Oqq" AND A MIN. HD. PIA. OF .24' 16' O.G. ® TOP AND BOTTOM EDG-E5 HARD BD.. LAP SIDING OVER 5HEATHIN6 IDd GORR05ION R-51STANT W/ MIN. SHANK DIA. OF .Oqq" AND A MIN. HD. DIA. OF 24" 16' O.G. ® TOP AND BOTTOM E06E5 HARD BD.. PANEL 510IN5 DIREGT TO 5TUP5 8d CORRO51ON RE515TANT H/ MIN. 5HANK DIA. OF .Oq2" AND A MIN. HD. DIA. OF 225" b" O.G. ® ED6E5 AND 12" O.G. INTERMEDIATE 5UPPORT5 HARD BD.. PANEL 51DIN6 OVER 5HEATHIN6 8d GORRO510N RE515TANT W/ MIN. 5HANK DIA. OF .Oq2" AND A MIN. HP. DIA. OF 225" 6" O.G. ® E06E5 AND 12" O.G. INTERMEDIATE 5UPPORT5 NAILING SCHEDULE ATTIC VENTILATION CALCULATIONS TOTAL ATTIC AREA = 768 S.F. 185 MINIMUM SQ. IN. OF NET FREE AREA OF EXHAUST NEEDED OR NEAR THE RIDGE 185 MINIMUM SQ. IN OF NET FREE AREA OF INTAKE NEEDED AT OR NEAR THE SOFFIT TOTAL SQ IN RIDGE VENT = 506 SQ IN 2'-0" X 23/LF TOTAL SQ IN SOFFIT VENT = 936 SQ IN 72'—O" X 13/1_F ATTIC ACCESS ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS EXCEEDING 30 SO. FT. AND HAVING MINIMUM 30 INCHES OF VERITAL HEIGHT, ROUGH FRAMED OPENING NOT BE LESS THAN 22"X30" INCHES. WHEN MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC IT SHALL BE INSTALLED IN ACCORDANCE WITH FLORIDA BUILDING CODE 6TH EDITION 2017 RESIDENTIAL —SECTION 807 UPLIFT CONNECTION — SIMPSON STRONG —TIE FRAME APPLICATIONS MARK CONNECTOR UPLIFT CAPACITY LATERAL CAPACITY FASTENERS FLORIDA APPROVAL # A H2.5A 600 150 10-8d X 1-1/2" 10456.11 H10 990 525 16-8d X 1-1/2" 10456.6 VTC2 405 4— 10d 5-10d X 1-1/2 10861.5 NOTE: CONNECTOR CAPICITIES ARE FOR SYP, REFER TO MANUFACTURERS FOR ADDITIONAL INFORMATION LEGEND ® H2.5A © VTCZ 2017 FBC RESIDENTIAL SECTION R703.4 FLASHING APPROVED CORRISION RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURE FRAMING COMPONENTS. SELF ADHERED MENBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTION WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION. ASTM C 1281 AAMA 812 OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION RESISTANT FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTANT BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING. 1.1 THE FENESTRATION MANUFACTURERS INSTALLATION AND FLASHING INSTRUCTIONS OR THE APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURERS INSTRUCTIONS IN ACCORDANCE WITH THE FLASHING MANUFACTURERS INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTANT BARRIER FOR SUBSEQUENT DRAINAGE OPENINGS USING PAN FLASHING SHALL BE INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES MORE OF THE FOLLOWING. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS 1.4 IN ACCORDANCE WITH FMA/AMMA 100 FMA/AAMA 200 FMA/WDMA 250 FMA/AMMA/WDMA 300 OR FMA AAMA/WDMA 400 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS 3. UNDER AND AT THE ENDS OF MASONRY WOOD OR METAL COPINGS AND SILLS 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM 5. WHERE EXTERIOR PORCHES, DECKS AND STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME CONSTRUCTION J`4.,N cE•• i� 6. AT WALL AND ROOF INTERSECTIONS ``` 7. AT BUILT—IN GUTTERS Is O w �' No.53"° ,�,•��: :`moo ;• • lopo •..i...y d� 1$11, N L ` i hereby certify that I have reviewed this plan and found it to be in compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition David W. Smith, P.E. #53608 ENGINEER LICENCE #53608 STANDARD SHEATHING TO BE 15/32" OSB OR 1/2" PLY CDX W/Bd RING SHANK NAILS ® 3" O.C. BOUNDARIES, 6" O.C. EDGES do 8" O.C. FIELD USE STEEL PLYCLIPS. (2) 16d TOENAILS INTO EACH LEDGER. 2"x 4" LEDGER. (2) 12d TO EACH TRUSS WEB. (2) 2X4 45 DEGREE DIAGONAL BRACING SPACED ® 48" O.C.. (4) 16d NAILS ® EACH END: (TYP) 2x4 PANEL BLOCKING ® 48" O.C. FOR THE FIRST 8'-0" OF END WALL FROM EA. END TYP. BOTTOM CORD ATTACH D W/ (2) 16-d TOENAILS 7 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH DBL. TOP PLATE 10dx3" ® 4" O.C. 2"x 4" TOP CORD BLOCKING ® 48' O.C. FOR FIRST FOUR ROWS OF TRUSSES 0 EDGES OF SHEATHING TYP.. BACK NAIL AND TOE NAIL ALTERNATE ENDS W/ (2) 16d NAILS. 2'-0" FRAME /— SOFFIT AND FASCIA DOWNSET TOPCHORD OF GABLE END TRUSS TO RUN 2"x 4" OUTLOOKERS SPACED ® 24" O.C. (1) SIMPSON H5 ® EACH OUTLOOKER -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" COX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 8d RINGSHANK NAILS Q 4" O.C. EDGES AND 8" O.C. FIELD -SIMPSON HGA10 ® 24" O.C. STUD WALL (SEE TYP. SEC.) SIMPSON SP2 OR SP4 EACH STUD 5/8" OR 1/2" COILING DENSE GYPSUM WALL BOARD FASTENED WITH 8d COOLER NAILS OR 1 1/4" LONG DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR FIRST 8'-0" FROM END WALL ® 4" O.C. TYP. GABLE END BRACING DETAIL HIP & RIDGE CUT FROM METRIC THREE TAB SHINGLES PREVAILING 5 ---\ WIND DIRECTION '--5 5/8" FAST DI,S,TANCE STANDARD MANSARD OR NORMAL WIND AREAS HIGH WIND AREAS o. 5" EXPOSURE SHINGLE NAILING NOTES: ALL NAILS MUST PENETRATE AT LEAST 3/4" INTO THE WOOD ROOF DECK. NAIL SHINGLES WITH 11 OR 12 GAUGE GALVANIZED NAILS WITH 3/8" DIAMETER HEADS - 6 REQUIRED (AS SHOWN IN "HIGH WIND AREAS") RnnF_Tn_wAi I P-I ACI--IINr NInTF71Z- 4" X 5" ANGLE FLASHING - 26 GAUGE GALVANIZED METAL, RUBBER VALLEY FLASHING OR 12" WIDE - 26 GAUGE GALVANIZED METAL WITH SHINGLES OVER THE TOP. MATERIAL SPECIFICATIONS: UNDERLAYMENT SHALL CONFORM TO ASTM D226, TYPE I OR ASTM 4869, TYPE I. ENING FLASHING FOR ASPHALT SHINGLES SHALL COMPLY WITH FBC R905.2.8 ASPHALT SHINGLES SHALL COMPLY TO ASTM D225 OR ASTM D3462. VALLEY LINER - UNDERLAYMENT 2» —6" MIN. EXTRA NAIL ASPHALT PLASTIC CEMENT CLIP CORNER ROOF SHINGLE 8c FLASHING INSTALLATION SPEC'S NOT TO SCALE MONTEALEGRE WILMAN 5339 4TH STREET ZEPHYRHILLS, FLORIDA D.W.SMITH,M.S.,P.E.#53808 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE—DADE CITY, FLORIDA 33525 PHONE:813-469-2289 E-MAIL: dwsflpe@earthllnk.net RICK GOLLHARDT — DRAFTSMAN 813-781-3651 rgollhardMampabay. rr. com TRUSS PLAN SHEET OF 4 OF 7 SCALE DATE JOB NO. DO NOT SCALE 10 MAR 2020 DESIGN/DRAWN CHECKED 2020-1 1 12 R. GOLLHARDT D.W.S.,p.e.