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00-0774-001
j j 0 ROOF PLYWOOD 5/8'0952')APA RATED SHEATHING STAGGERED PANEL ^^^ = JOINTS. NAILS IIDD a&'O.C.TYP. l ISSUANCETIVIR (2)Ibd NAILS EACH ENDS ❑BIDDING SET;'.ONLY ❑CON,TRUGTIQN SET-dNLiY .``'+s►5 (2)Ibd NAILS EACH MME ¢ � r • ° N, ❑BUI DING 9fMIT SET,ANL�I%..,'� y'.t 2 x 4 CONT.LATERAL WOOD BRACI a �v BEAM SCHEDULE REVt '� ��. ' '.• TYPE SIZE REINFORCMENT REMARKS NAILED TO BOTTOM CHORD MAXIMlN1 RjEV2 a TOP OF 6'SPACING AND AS REGil11RED BY TRUSS W D T.B. ELEV. TOP BOTT. INT. TIES ANCHOR LEGEND MANUFACTURER a 6-0'O.0(TYP) 2'X4'TOP CHORD B-1 8" 16" + 11'-2" 2 5 2 6 3 TIES C�? 6" O.C. # # # � BLOCKING(SEE PLAN) B-10 8" 24" + 11'-2" 2 #5 2 #6 2 #5 #3 TIES @ 6" O.C. 10 HUGHES DTC STRAP W/ 4-10d TO SEAT AND ' r; B-2 8" 32" + 9'-2" 2 #5 2 #6 2 #5 #3 TIES @ 8" O.C. 9-10d TO TRUSS - CAPACITY = 1365# E?' CLEAR(COORDINATE U)/TRUSS MANUP.) B-3 8" 16" + 14'-0" 2 #5 2 #6 #3 TIES @ 12" O.C.1 PROVIDE 2 #5 DIAG. BARS AT EA. SIDE OF ARCH. O CUSTOM GIRDER TRUSS ANCHORAGE B-4 8" 16" + 11'-2" 2 #5 2 #6 #3 TIES @ 12" 0. PROVIDE 2 #5 DIAG. BARS AT EA. SIDE OF ARCH. (SEE DETAIL 3 THIS SHEET) B-5 8" 16" + 14'-0" 2 #5 2 #6 #3 TIES Q 12" O.C.1 30 CUSTOM BUCKET DETAIL A@(THIS SHEET) 3 MEMBER a AFRX SEAL HERE RB 8" 12" VARIES 2 5 2 #5 #3 TIES © 12" 0. .'PROVIDE 2 5 DIAG. BARS AT EA. DIRECTION CAPACITY GIRDER, TRUSS # # UPLIFITY7.83K0 K 3i$' STEEL PLATE � ~ TB 8" 12" 11'-2" 2 #5 2 #5 4 #3 TIES Q 12" O.0 ENDS & COLM. BAL Q 48" O.0 TOFJ VIEW TB-1 8" 12" 10'-0" 2 #5 2 #5 4 #3 TIES @ 12" O.0 ENDS & COLM. BAL 0 48" O.0 ® HUGHES APA TY 1 12 NAILS UPLIFT CAPACITY=1002 # TB-2 8" 16" 14'-0" .2 .#5 . 2 4 3 TIES @ 12" O.0 ENDS & COLM. BAL @ 48" O.0 ((�� (3) 3/4' TWRU BOLTS (4) 3/4' DIA. x 5' EMBEDDED PREFAB WOOD ENGINEERED � TB-3 8" 16" 9'-2" 2 #5 2 #6 4 #3 TIES @ 12" O.0 ENDS & COLM. BAL @ 48" O.0 O UPLIFT CAPACWY=23676#® EXF'. BOLTS (RED HEAD WEDGE) (OVERLAP e SPLICES) � ~ PL 8" 8" VARIES PRECAST CONC. LINTEL. EXTEND 8" MIN. EA. SIDE OF OPENING. 5l_OCKINC� �ETAIL � ® m O �� s ROOF NOTES: 12, EXTEND THE MAIN ROOF SHEATHING UNDERNEATH THE 121 VALLEY SET TRUSSES, ALSO ANCHOR EACH END OF THE m 1. TRUSS MANUFACTURER SHALL SUBMIT DRAWINGS FOR VALLEY SET TRUSSES TO THE MAIN ROOF TRUSSES. ENGINEER REVIEW PRIOR TO FABRICATION 13. ALL BEARING WALL OPENINGS SHALL HAVE N m Ww O Z, HATCHED AREAS DENOTES VOLUME CEILING. (2) 2 X 12 HEADERS (TYPICAL UNLESS NOTED) I -» WITH 19/32" PLYWOOD IN BETWEEN. TYP. 12 1 3. G.T. DENOTES GIRDER TRUSS BY MANUFACTURER SEAT 14. ROOF PLYWOOD 5/8" (19/32") APA I50METRIC 3116° FRONT VIEW 510E VIEW W 4. TRUSS MANUFACTURER SHALL VERIFY ALL KNEE HEIGHTS RATED SHEATHING STAGGERED PANEL Z JOINTS. NAILS 10D @ 6" O.C. TYP. 5. REFER TO TRUSS MANUFACTURER ENGINEERING DRAWINGS li4° STEEL PLATE I.T� FOR ALL ROOF TRUSSES REQUIRED TEMPORARY AND NOTE:PROVIDE 1/2" CDX PLYWOOD AT PERMANENT BRACING, GABLE END BRACING, DETAILS, UNDERSIDE OF TRUSSES DETAIL IIAII SCALE: 1-I/2'=V-0' AND REQUIRED GRAVITY BRACING. ALSO REFER TO W/ 8D @ 6" O.0 (TYP) DETAIL BRACING PLAN PREPARED BY STRUCTURAL O fT - ENGINEER AS PART OF THIS SET OF DWGS. 15. TRUSS MANUFACTURER SHALL PROVIDE F+�1 6. ALL BRACING TO BE 2 X 4 HEM-FIR OR EQUAL WITH A AND ENGINEER ALL WOOD TO WOOD O O MINIMUM FIBER STRESS OF 1,000 P.S.I., NAILED TO EACH CONNECTIONS. V V INTERSECTING TRUSS MEMBER WITH 2-16D NAILS MINIMUM I! PROVIDE METAL HI-HATS AT 16" O.C. ATTACHED TO THE RT=2.0 K o 7. RO DE L a' P.T 3" X 10" S.Y.P 2 W 3/4" X 7-1/2" RED HEAD UP=1.44 K Z UNDERSIDE OF BOTTOM CHORD # / ex CONNECTOR "5" a ` WEDGE" ANCHORS C�1 12" O.0 MIN. EMBEDMENT=3-1/2" RG=2.46 K • • H (TYP) RG=5.50 K B-10 RT=1.95 K RG=4.55 K UP-2.31 K 8. PROVIDE 2 #5 X 2'-6" X 2'-6' CORNER BARS AT EXTERIOR UP=4.22 K UP=1.34 K FACE OF CONCRETE BEAM , „ CONNECTOR CONNECTOR "2" CONNECTOR "5" UP=3.37 K CONNECTOR "2" . . � . . �+�'°� TB® 10 2 � 9. GIRDER TRUSS TO HAVE CONNECTIONS AS Q� B-�� INDICATED ON ROOF PLAN. RB=3'-0" Qis+t = z I I Iw?. I� I I I 10. ROOF TRUSSES LOADING: a I I TB I 1 p., B-1 \ � / I I I I I I I I I I I I I I I I I I I I I PL RT=998 # O O I $ !� I II P I I I 1 I I UP=1.098 # 4 A O A - -_ _ - --- - L n __ _ CONNECTOR „ -._ -DEAD-LOAD 2�-P:S `- __ _ _�� - - - CJ - - V TOP CHORD = 15 P.S.F. 1 I 1 1 I 1 I 1 I 1 I I I r --�--�----r - -I- -- I I I I � I I 1 I I I I1 . : I �- - - �- - _--= r =� , I I I I I I I I I I I I I I I I I I I I I I 1 11 1 BOTTOM CHORD = 10 P.S.F. - - PL PL PL I �L �I I I I I I -ti- - I "La's LEDGER I is o LIVE LOAD = 3o P.S.F. � 1 I I I I I I I I I I I I I I I I I I I I I I II I I I _ TOTAL = 55 P.S.F. 1I1 �I I I I I 1 0 '� AS PER ASCE 7-95, 110 MPH EXPOSURE c - - 4- - - -II I I I I I I I I I I I I I I I I I I I I I I I II I I MEAN ROOF HGT. < 17'-0" ROOF PITCH 5:12 �1 I 1 I 1 I I 11 I 1 O I ZONE 1 = 30 P.S.F. NET I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I I II I I I I � � • • ZONE 2 = 54 P.S.F. NET 2X4 4'-0" - - - - - - I I I I I I I I I I I I I I I I I I I I I I I II I _ II- - I I N I I II� ll I I � .. U �A OPEN TERRACES = 65 P.S.F. NET I I II I 1 1 I 1 I I I I I 1 I 1 2" 4" B4TOM CkRD BN ACING I W/16 NAILS (TYP) I I I I I I I II `� - I II-� I LPL_ TOP CHORD • • - - - II I I I SEEECDE AIL THIS SHEET. z W .• 0 - - cn - - - �- - - i - i- i - - i - -I- - i - - I - - -1- - -I- - - 1- - -I- - rt - - i - -1- - -} - - r - �- - -} - - 1- - -1- - t - - {- - -11- - - - z - -{i- - I I 1 1 o rya ►-� I I I I I I I I I I N II I � II I I C NOTES: _ - � - 11 I I I I I I I I I I I I I I 1 I, I I I I I I I I I I I _ _ _ _ _ _ _ _ II �_ I I o l I z r... I I I I I I I I I I I I I I I I I I I I I I I I I If � III I _ I °� I I � 1. PROVIDE 4 #3 TIES @ 12" O.C. AT CORNERS AND AT EACH I I 11 END, BALANCE 48' O.C. - - - - - - - - - � w 1 (� I I 1 Of 2. CONC. BEAM DEPTH OVER DOOR/WINDOW OPENINGS MAY I I I 1 I 1 1 I I I I 1 1 I 1 1 I 1 1 1 in 1L - - - - L0 - - - - -0 I I I VARY AS PER MFR. DOOR/WINDOW HGT. FRENCH OR I I II I I I I I I I I I I I Ifi I I I I I I I I I I I I I I II I m II I l a SLIDING DOORS AND WINDOWS UP TO 3" DEEPER) r I I I I 1 I I /{ 1 �'� I I I 1 I I 1 1 I 1 1 11 3. SPLICING 18" AT STRAIGHT RUNS AND 30" AT CORNERS I -"- II I I I I I I I I I I I �� "I M` 1 1 I I I I I I I I I IF - - - - I°� - - - - - - I I X I o I M _ M 4. ALL TIE BEAMS SHALL HAVE #3 TIES ® 6" O.C. OVER OPENINGS Q co II I I 1 I 1 1 I I I I 1 1 'I,%'r 1 I I I 1 I I I I I I I I I I /0 _ II 1 - � o r 2" A 4" BOI TOM CIIIORD Bf ACING I W/16 6ILS (rYP I 5. PRECAST CONCRETE LINTELS TO BE DADE COUNTY - - - - - - - II I I I I I I I I I I I I 1 1 1 1 I 1 1 ) I I I I I 1- I "L " LEDGER I I o O * � a PRODUCT APPROVED FOR SPAN AND LOADING REQUIRED ; - - - - - - - - - - - - - r - -i- - t - - I- - -I- � (r - - I - -- --I - -r - - r - ---I- - -I- - - 1- - �- - -1- - - � - -i- -I- - - t- - -.1- - -I- - I- - -11 I = 5 4 SUBMIT TO ENGINEER AND CITY FOR APPROVAL WITH N II I T I I I d 9 M 2 SETS OF SHOP DWGS. OR NOTICE OF ACCEPTANCE IL - - - t_� - - - - - ..pp I � I II I I I I I I I I I I I I I I I I I I I I I I I I I I II t II I I I I I I I I I I I I I I I I I I I I I I I I I I F ASCE 7-88 I m I 11 I I I I I I I I I I I I I I I TRU s CON CTOR I I I I I I I I I III 1 W W o REFER TO STRUCTURAL CALCULATIONS ON SHTS. S-1 AND S-2 - - + �� - - -+ - 1 I 1 I I I I I I I I 1 1 I DAD COUN Y NOA 198-121 x.07 I I I I I I I I I I - - - - _ o II �( I I I I I I I I I I I I HUGIJES Eul� 28-101 I I I I I I I I I IF - UP=2.36 K » i II I I I I I I I I I I I I I I I I I I I I I I I I II 1 CONNECTOR 2 3 � - - - -H �0 I 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 I 1 IL - - - - I 11� -I I I I 4 I I � - - -r -I- I I I I I I I ► I I I II _ _ _ _ _ � Q _ REFER TO ROOF PLAN FOR _ 2" K 4" BOTTOM CHORD B ACING W/16 NAILS ( YP) ,U IU I •- r--a I I I I I a" LEDGE -}- . - . _ I I I I � I I I m a TOP OF TIE BEAM ELEV. I I - - - - _ 1) - -I- - - - � - -I- - I _ _ I- - �- - � - - 1- - -I- - -I - - -7 � I I I I T -I- - -I- r - -I- - - {- - --1- - -}- - - r - --1- - �- - - {- - -I- - -I- - 1��- -I� - - - - - - - - - � � M ° Y 8" X 12" MIN. CONC. STUB I I- - - - -- • - . - - - - - - - - COLUMNS WITH 4-#5 vERT. -I- -� - - N II I I I I I I I I I I I I_- J - L= I I I I I I I I W ��+ RG=4.45 1 cn HOOK INTO TIE BEAM AT 1 1 _ - � - - - _ �1 I I I I I I I I I I I _ � - - - - _ _ - - - - I I I I I I Up= 55 II _ _ _ _ g I 1-#5 VERT. FROM I I I 0 Z3 4-J TOP & BOTTOM COL. BELOW CONT. I I II I I I I I I I I I I B_3 I I I I I I I IF I s ><n a REFER TO ROOF PLAN FOR I THRU STUB COL. & 1 I 1 11 I I 1 1 1 1 1 1 1 1 ►�-, N � o TOP OF TIE BEAM ELEV. - - - - - HOOK INTO UPPER I I _ -I''- - - - - - - - - - I 4 T I I I - - - - - - - - I I I I I I I I I I RGL13.901K I I RT=h .84 IK I I I IL _ _ ) � .-. -I TIE BEAM 1 1 - _ -� I I I II I I I I I I I I UP�7.92 I U P-11 .0 I� I I I �, o z v 1 I 8» X 12" MIN. TIE 1 I 1 - --- - -- -- --I -- - -, UP=5. 7 K - - - - - CO NECTO 3' I Q J I _ p I I I I I N f� I I I I I II N � N M =- , ----I- I-- I- m BEAM WITH 4-#5 1 I RG=6.40 K I 11 I I 1 I CONN CTOR ° I I I HOOK TOP BARS 1 1 UP=4.33 K i I II I I I I I I I I I I I I I CD CD cn i i I 1 CONNECTOR "2" , - 1 - _ - _j�(3 ME�vIBER� - - - i 1GIRDEf TRU S i 8" X 12" MIN. TIE I 1 ( 1 VERT. REINF. IN - - - - L_ BEAM WITH 4-#5 1 I 1 MASONRY GROUT I I I 1 I I 1 1 GI DE TRUE I i - - w a HOOK TOP BARS 1 1 FILLED CELL HOOK I I I 1 I I I 1 1 I I I I C3 M�MBER�) 1 I I I I o Hill INTO UPPER TIE 1 1 1 M - t' I I I I I - I - - � - - - I I I I I I I I I I I ,I m y i i i BEAM (SEE PLAN i i I I I I I I u • cn CD 1 I 1 FOR NUMBER OF 1 1 1 1 I 1 B-�} / \ 0- I 1 #5 BARS) I I 1 I I I I I I I I I I I _ = o � I- - -I- �} -I- - -I- - -I- - -I- - A - - � - � RG=12.89 K Y I RG= 1785 # ♦ h TB-1 �^ I UP=1875 # s I I UP=8.28 K _. J 0, CONNECTOR "2" f / DETAIL N.�.S. CONNECTOR "2" J I TB-1 H +, a 3 1 B-2 B-3 ". cj a S-2 = A-3 Leo Llanos, P.E. cr 9 9 Consulting Structural Engineer - ROOF 0 F PLAN 1 /4 18495 South Dixie Higway, # 337 (305) 378 6916 Leo Llanos P.E. DATE CD w Fla. re 33175 Miami, Florida 33157 g• U W a-, / 7 N C of 3 / 07 .c ro Q] ul O W / S '