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G1 <br />2 <br />NOTE: 50HEMATIC ROOF LAYOUT ONLY. <br />REFER TO TRUSS MANUFACTURER'S ACTUAL ROOF TRUSS LAYOUT <br />CONNECTORS SCHEDULE <br />ALL DIMENSIONS MUST BE TAKEN FROM ROOF TRUSS LAYOUT <br />ROOF TRU55 LAYOUT MANUFACTURER SHALL COORDINATE LOCATIONS <br />OF MECHANICAL CHASE AND PLUMBING TO AVOID ALL TRUSSES. <br />ALL TRU55 TO TRU55 CONNECTIONS SHALL BE SPECIFIED BY THE <br />TRUSS MANUFACTURER <br />1. ALL TRUSSES AND GIRDERS TO BE PRE-ENGINEERED AND DESIGNED <br />BY TRUSS MANUFACTURER <br />2. PRE-ENGINEERED ROOF TRUSSES @ 24" O.G. <br />3. ALL ROOF VALLEYS DESIGNED BY TRUSS MANUFACTURER <br />rLASHINC NOTE: <br />FLASHING .SHALL BF INSTALLED IN SUral A MANNFR AS 10 PRFVENT <br />MOISTURE ENIERING THE WALL 1HRD0G1I THE JOINTS IN THE COPING, <br />TIIROUCH MOISTURE PERMEABLE VATERIAI-, AT INTFRSFC1ION5 WITH <br />THE ROOF PLANL OR AT <br />PARAPFT WALL PENETRATIONS. <br />FLASHING SHALL BL INSTALLED AT. <br />WALL AND ROOF INTFRSEc: TION <br />(UTTERS <br />WHEREVER THERE IS A CHANGE IN ROOb .SLOPE OR DIRECTION <br />AROUND ROOF OPENINGS <br />W1IFRF FLASHING IS OF ML TAL, IHL MFTAI SHALL BE C.'ORROSION <br />RE'�I`;T,4NT WITH A T111CRNLSS OF NOT LFSS THAN 0.019 <br />INCI I (26 GAGE GALVANIZED .SHEE I). <br />CONTRACTOR TO VERIFY ALL DIMEN51ON5 AND <br />MATERIAL 5ELECTION5 PRIOR TO CON5TRUCTION <br />PRE-ENGINEERED WOOD TRUSSES <br />12 <br />@ 24" O/C <br />(TYP) see / UPLIFT CONNECTOR (SEE <br />elevations DOU MF16" TOP <br />PLATE <br />SIMPSON SP4 @ EA. STUD <br />1/2" CDX OR 7/16" OSB SHEATHING <br />FASTENED TO TRUSSES WITH 8d COMMON -` <br />WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C <br />EDGES & 8" O/C FIELD <br />SIMPSON SP4 @ EA. STUD <br />2"�xP4""ppP.T.. <br />SIMPSON MAS @ 16" O.C. OR i12T0 ; <br />WEDGE TYPE ANCHOR BOLT @ 24"O.C. <br />W/4"MIN. EMBEDMENT <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND / <br />FILLED W/ 2500 PSI CONCRETE <br />KNEE MALL <br />WOOD TRUSSES - <br />(SEE ROOF <br />FRAMING <br />PLAN) <br />FRAME WALL <br />(SEE ROOF <br />FRAMING PLAN) <br />_YWOOD. OR 7/16 OSB <br />OD NAIL @ 4" O.C. AT <br />IVOOD FASCIA (ALL <br />EDGES) <br />2 - 16D NAILS <br />T89M OF TRUSS <br />8D RING SHANK NAILS <br />@ 6" O.C. <br />8D RING SHANK NAILS @ <br />4" O.C. (STAGGERED) <br />f) O TL.S L- <br />1. SEE TRUSS MANUI ACTIURER'S TRUSS LNGINIFRING CUT SHEETS FOR ADDIIIONAL PERMANENT <br />BRACING THAT MAY BE REOUIRFD. <br />2. 'T' BRACING MAY BE IJ FD IN PLACL OF PERMANENT BRACING PROVIDED THAT IT FXTENDS OVLR <br />AT LEAS1 90% OF THE WEB. <br />MIN, PERMANENT TRU55 BRACINCG <br />PLAN N0 i rC SCAT F <br />- TOP & BOTTi?M CHORD <br />CABLE END BRACING <br />C 4'-0" o.c. MAX. <br />TYPICAL FIRST (4) <br />ROWS OF TRUSSC5 <br />(ALE ULTAIL ABOVF) <br />r� <br />2 x4 #2 SPF STUDS @ 16 <br />O.C. - CRICKET AS <br />REQUIRED <br />UPLIFT CONNECTOR (SEE <br />SCHEDULE& <br />1 #5 VERT. CONC. FILLED CELL <br />W/ STD. 90' HOOK IN K.O. BLOCK <br />DETAIL <br />FLORIDA PRODUCT APPROVAL No.: FL11413.5 <br />ALLOWABLE UPLIFT: 1510 LB <br />FASTENERS TO TRU55: 10-10d COMMON NAILS <br />51MP50N HETAr20 <br />56ALE: N.T.5. <br />rLUKIVH rKUUUC, I ArrKUVAL. NO.: rLTu4:iC.0 <br />5IMP50N H10 5TRONC7-TIE <br />5GALE: N.T.S. <br />.E. <br />PRE-ENGINEERED ROOF <br />TRUSSES @ 24" O.G. MAX <br />DESIGNED BY TRU55 <br />FIBERGLASS SHINGLES MANUFACTURER <br />OVER UNDERLAYMENT <br />1/2" PLYWOOD OR 0.5.5. COMPLYING W/ A5TMD 48bq <br />PLYWOOD CLIP REQUIRED TYPE II AND TYPE IV <br />CONTINUOUS ALUMINUM DRIP STRIP SEE <br />INSTALLED FOLLOWING THE ELEVATJN <br />MANUFACTURER'S REGOMMENDAT <br />TOP OF <br />5EE ELEKAM 1Y1 <br />WLATION <br />(2) 2X12 P.T. 5EAM5 <br />MT520 STRi <br />MA50NRY GOLUN <br />KNEE WALL DETAIL @ BEAM <br />5 112" <br />a <br />Side View (Not To Scale) <br />Typical Faslaner(s) <br />• 11 Gauge Ring Shank <br />Roofing Nail or <br />MMI Off Ridge Venl_ - #10 min. Woog Screws <br />(Steel or Aluminum) (y <br />Higher$lope <br />Typical Fastener(s) (Back) <br />- 11 Gauge Ring Shank <br />Roofing Nall or - <br />#10 rnin. Woog Scr Plywood Deck <br />Lower Slope (Front) <br />Typical Cross Section View (Not To Scale) <br />C1 � CRO55 5EGTION <br />52 % SCALE: N.T.5. <br />-9" O.C. Tyµcal, Maximum <br />IypiCal Fasteners) Base + <br />- 11 Gauge Ring Shank _Flange <br />Roofing Nall or <br />- #10 min. Woog Screws <br />Top Plan View (Not To Scale) <br />(Typical Fastening Patlam) <br />i <br />Nominal Lengths <br />4 Ft da\ <br />i <br />B Ft_ <br />B FI. <br />10 FL j <br />,So 6 <br />. • i �/` Typical Faetener(s) <br />11 Gauge Ring Shank <br />Roofing Neil or <br />- #10 min. Woog Screws <br />Typical Ridge Vent Assembly <br />Isometric View (Not To Scale) <br />I YPICAt V 1(; R(OF VIEW <br />(-ALL NTs <br />Ty L= UAL V i (_7;-- VIEW <br />SCALE NT <br />S1111 <br />SCALE. NT5 <br />ALIGN THE CFNILI?L1NL OF VTC'2 <br />WITH THE COMMON IRUS` TOP <br />CHORD L'LN7LA'LNE. ATTACH <br />THROVCH IHL h'OOF SHFATHINc <br />TO 1hlL COMMON TRUSS TOP <br />CHORD. <br />_ 7-f /' <br />SCAI E N T , <br />AD✓U!,T THE UPSIOPF STIRROP <br />VERTICALLY AND ATTACH Tn <br />VALLEY TRLrSS BOTTOM CHORD. <br />NL1 `; Ili.'RNPS <br />IE TIMF ONL ), <br />=j l EP ./ <br />SCALE NTS <br />AD✓OST THE DOWNSLOPE <br />5T)RRVP VERTICALLY AND <br />ATTACH TO BOTTOM CHORD. <br />TIE <br />I III 1A11 r-I 1/4 Ar CA01 IP055 101 C1a11P InCn LON <br />7. vrC2 IS A VAL1Er rRU55 rO COMMCM TRU55 CONNECTOR <br />VIc2 IS INSTALIEP C FOP Or rrl[ Rr/01 `.MEATHW(,. <br />Vey][ L EY C01i1\T EIC'g'8cN DE'%TAf.S <br />a <br />C U <br />? <br />W O <br />m <br />� <br />� m <br />b <br />r <br />L Q <br />Q M <br />a <br />r <br />M <br />Z ry <br />Oc� <br />CC <br />cc <br />O <br />� <br />v <br />W <br />� <br />Q� <br />Q <br />WW1 <br />N <br />r� <br />o �rn <br />LU LI) `-"'I r--I <br />kD -4 Ell e-4 <br />M ry/1 00 <br />N _j O 00 <br />LLJ ^� <br />�aa-0000o0 <br />o Q <br />oo F- a LL. <br />i <br />I <br />U Ul <br />i J� <br />—_ IT z <br />LLJ <br />() <br />zQ <br />0 z <br />u <br />I <br />11 Q <br />�I <br />SHEET TITLE <br />ROOF FRAMING <br />PLAN <br />JOB No. <br />221-22 <br />DATE: 10/29/2020 <br />SHEET No. <br />S2 <br />SCALE: 1/411 = 11-0 if <br />